Uttar Pradesh Projects Corporation Limited has published Balance Work Of Multipurpose Hall And Running Track 200 Meter Mini Stadium Jaspura , At Vidhan Sabha Tindwari , District Banda. Submission Date for this Tender is 02-06-2021. Civil Work Tenders in District Banda Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Balance Work of Multipurpose Hall and Running Track 200 Meter Mini Stadium Jaspura, at Vidhan Sabha Tindwari, District Banda | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Balance Work of Multipurpose Hall and Running Track 200 Meter Mini Stadium Jaspura, at Vidhan Sabha Tindwari, District Banda | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Filling of carted earth. | BI01010001010000000000000515BI0100001113 | 2102.22 | CUM |
| 3 | 3 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | BI01010001010000000000000515BI0100001114 | 125.37 | CUM |
| 4 | 4 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate\n12.5mm nominal size) | BI01010001010000000000000515BI0100001115 | 38.26 | SQM |
| 5 | 5 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | BI01010001010000000000000515BI0100001116 | 38.26 | SQM |
| 6 | 6 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) First Floor | BI01010001010000000000000515BI0100001117 | 29 | CUM |
| 7 | 7 | Site Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001118 | 6500 | SQM |
| 8 | 8 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound .conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | BI01010001010000000000000515BI0100001119 | 182.28 | SQM |
| 9 | 9 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase | BI01010001010000000000000515BI0100001120 | 137.872 | RMT. |
| 10 | 10 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. | BI01010001010000000000000515BI0100001121 | 64 | QTL. |
| 11 | 11 | Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. | BI01010001010000000000000515BI0100001122 | 464.83 | RM |
| 12 | 12 | Making drain along with the apron. | BI01010001010000000000000515BI0100001123 | 127.66 | RM |
| 13 | 13 | Providing & Laying of 8 to10mm thick ivory of light shade vitrified tiles of 600x600mm size of flooring of skirting laid with 1:3 cement mortar (1cement:3coarse sand) finished with cement slurry & with pigment grouting & polishing complete i/c supply of all material, labour T&P required for proper completion of the work. (In Flooring) | BI01010001010000000000000515BI0100001113 | ||
| 14 | 14 | Ground Floor | BI01010001010000000000000515BI0100001114 | 44.39 | SQM |
| 15 | 15 | First Floor | BI01010001010000000000000515BI0100001115 | 96.14 | SQM |
| 16 | 16 | Providing & Laying of 8to10mm thick ivory of light shade vitrified tiles of 600x600mm size of flooring of skirting laid with 1:3 cement mortar (1cement:3coarse sand) finished with cement slurry & with pigment grouting & polishing complete i/c supply of all material, labour T&P required for proper completion of the work. (In Skiritn) | BI01010001010000000000000515BI0100001116 | ||
| 17 | 17 | Ground Floor | BI01010001010000000000000515BI0100001117 | 7.13 | SQM |
| 18 | 18 | First Floor | BI01010001010000000000000515BI0100001118 | 10.68 | SQM |
| 19 | 19 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick | BI01010001010000000000000515BI0100001119 | ||
| 20 | 20 | Ground Floor | BI01010001010000000000000515BI0100001120 | 262.81 | SQM |
| 21 | 21 | First Floor | BI01010001010000000000000515BI0100001121 | 26.57 | SQM |
| 22 | 22 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | BI01010001010000000000000515BI0100001122 | ||
| 23 | 23 | Ground Floor | BI01010001010000000000000515BI0100001123 | 9.14 | SQM |
| 24 | 24 | First Floor | BI01010001010000000000000515BI0100001113 | 2.82 | SQM |
| 25 | 25 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. | BI01010001010000000000000515BI0100001114 | 59.4 | CUM |
| 26 | 26 | 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. | BI01010001010000000000000515BI0100001115 | 114.88 | SQM |
| 27 | 27 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. | BI01010001010000000000000515BI0100001116 | ||
| 28 | 28 | Hold fast for chaukhats of doors/windows. | BI01010001010000000000000515BI0100001117 | 187.2 | KG |
| 29 | 29 | Door / windows & Staircase grill. | BI01010001010000000000000515BI0100001118 | 1303.95 | KG |
| 30 | 30 | Z-Section windows (Openable) | BI01010001010000000000000515BI0100001119 | 1629.95 | KG |
| 31 | 31 | Angle iron door chaukhat 40*40*5 | BI01010001010000000000000515BI0100001120 | 541.8 | KG |
| 32 | 32 | Fixing of Door, windows/ventilators chaukhats in position. | BI01010001010000000000000515BI0100001121 | ||
| 33 | 33 | (a) Door chaukhats | BI01010001010000000000000515BI0100001122 | 35 | NOS |
| 34 | 34 | (b) Window chaukhats | BI01010001010000000000000515BI0100001123 | 12 | NOS |
| 35 | 35 | (c) Ventilator chaukhats | BI01010001010000000000000515BI0100001113 | 27 | NOS |
| 36 | 36 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes | BI01010001010000000000000515BI0100001114 | 17869.5 | KG |
| 37 | 37 | Providing and fixing Cllip on Profile Sheet Directed by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | BI01010001010000000000000515BI0100001115 | 742.314 | SQM |
| 38 | 38 | BILL OF QTY. FOR RUNNING TRACK (for 200.0 M LENGTH) | BI01010001010000000000000515BI0100001116 | ||
| 39 | 39 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | BI01010001010000000000000515BI0100001117 | ||
| 40 | 40 | 8 lane 1.22*8+1+1 | BI01010001010000000000000515BI0100001118 | ||
| 41 | 41 | Under Running Track (200.00+261.32)/2 | BI01010001010000000000000515BI0100001119 | 813.77 | CUM |
| 42 | 42 | Under Drain | BI01010001010000000000000515BI0100001120 | 135 | CUM |
| 43 | 43 | Under Kerb Stone | BI01010001010000000000000515BI0100001121 | 71.73 | CUM |
| 44 | 44 | Filling of carted earth. | BI01010001010000000000000515BI0100001122 | 406.88 | CUM |
| 45 | 45 | Supplying and stacking at site.-90 mm to 45 mm size stone aggregate. | BI01010001010000000000000515BI0100001123 | 402.73 | CUM |
| 46 | 46 | Supplying and stacking at site.-63 mm to 45 mm size stone aggregate. | BI01010001010000000000000515BI0100001113 | 379.76 | CUM |
| 47 | 47 | Supplying and stacking at site.-53 mm to 22.4 mm size stone aggregate. | BI01010001010000000000000515BI0100001114 | 325.51 | CUM |
| 48 | 48 | Supplying and stacking at site.-Stone screening 13.2 mm nominal size (Type A). | BI01010001010000000000000515BI0100001115 | 27.13 | CUM |
| 49 | 49 | Supplying and stacking at site.-Stone screening 11.2 mm nominal size (Type B). | BI01010001010000000000000515BI0100001116 | 54.25 | CUM |
| 50 | 50 | Supplying and stacking at site.-Moorum | BI01010001010000000000000515BI0100001117 | 54.25 | CUM |
| 51 | 51 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | BI01010001010000000000000515BI0100001118 | ||
| 52 | 52 | 90 mm to 45 mm size stone aggregate. | BI01010001010000000000000515BI0100001119 | 488.26 | CUM |
| 53 | 53 | 63 mm to 45 mm size stone aggregate. | BI01010001010000000000000515BI0100001120 | 379.26 | CUM |
| 54 | 54 | 53 mm to 22.4 mm size stone aggregate. | BI01010001010000000000000515BI0100001121 | 325.51 | CUM |
| 55 | 55 | Stone screening 13.2 mm nominal size. | BI01010001010000000000000515BI0100001122 | 27.13 | CUM |
| 56 | 56 | Stone screening 11.2 mm nominal size. | BI01010001010000000000000515BI0100001123 | 54.25 | CUM |
| 57 | 57 | Moorum . | BI01010001010000000000000515BI0100001113 | 54.25 | CUM |
| 58 | 58 | Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling With road roller/ hand roller. | BI01010001010000000000000515BI0100001114 | 2712.56 | SQM. |
| 59 | 59 | Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling With road roller/ hand roller. | BI01010001010000000000000515BI0100001115 | 2712.56 | SQM. |
| 60 | 60 | Supplying, Fixing of Kerb Stone | BI01010001010000000000000515BI0100001116 | 261.32 | RMT. |
| 61 | 61 | Class M-150 brick work in 1:4 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001117 | ||
| 62 | 62 | Below Kerb Stone | BI01010001010000000000000515BI0100001118 | 20.44 | CUM |
| 63 | 63 | Below Kerb Stone | BI01010001010000000000000515BI0100001119 | 27.05 | CUM |
| 64 | 64 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. | BI01010001010000000000000515BI0100001120 | ||
| 65 | 65 | Under Drain | BI01010001010000000000000515BI0100001121 | 21 | CUM |
| 66 | 66 | Under Kerb Stone | BI01010001010000000000000515BI0100001122 | 23.91 | CUM |
| 67 | 67 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. | BI01010001010000000000000515BI0100001123 | ||
| 68 | 68 | R.C.C. DRAIN | BI01010001010000000000000515BI0100001113 | 36 | CUM |
| 69 | 69 | R.C.C. DRAIN | BI01010001010000000000000515BI0100001114 | 18 | CUM |
| 70 | 70 | M.S. work in R.C.C. | BI01010001010000000000000515BI0100001115 | 31.79 | QTL. |
| 71 | 71 | M.S. or Iron work in heavy sizes such as trusses, built up gates, record rack, roof work , gates etc wrought to required from including supply of steel bolts, nuts wastage etc and fixing required for proper completion of the work. | BI01010001010000000000000515BI0100001116 | 2250 | KG. |
| 72 | 72 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001117 | 90 | SQM. |
| 73 | 73 | GST EXTRA AS PER APPLICABLE | BI01010001010000000000000515BI0100001129 |
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