Rural Development Department has published Construction Of Pcc Road To Rania Block Building , Gateway And Parking Space In Rania Block Building , District Khunti. Submission Date for this Tender is 30-05-2020. Road Work Tenders in KHUNTI Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: CONSTRUCTION OF PCC ROAD TO RANIA BLOCK BUILDING, GATEWAY AND PARKING SPACE IN RANIA BLOCK BUILDING, DISTRICT KHUNTI | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PCC Work\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1) | BI01010001010000000000000515BI0100001112 | 51.54 | CUM |
| 2 | 2 | Providing coarse clean localsand filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.10) | BI01010001010000000000000515BI0100001113 | 17.01 | CUM |
| 3 | 3 | supplying and laying (prorerly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of arriage all comlete as per specification and direction of E/I (8.6.8) | BI01010001010000000000000515BI0100001114 | 25.77 | CUM |
| 4 | 4 | Providing P.C.C. M-15 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.2.) | BI01010001010000000000000515BI0100001115 | 27.06 | CUM |
| 5 | 5 | Carriage of Materials\n(i) Sand - 8 KM | BI01010001010000000000000515BI0100001116 | 28.64 | CUM |
| 6 | 6 | (ii) Chips - 30 KM | BI01010001010000000000000515BI0100001117 | 23.27 | CUM |
| 7 | 7 | (iii) Boulder - 30 KM | BI01010001010000000000000515BI0100001118 | 25.77 | CUM |
| 8 | 8 | (iv) Cement - 30 KM | BI01010001010000000000000515BI0100001119 | 7.74 | MT |
| 9 | 9 | Paver Blocks\nProviding fine Aggregates, stone dust filling in road sub base -do-do- do all complete job. | BI01010001010000000000000515BI0100001120 | 67.74 | CUM |
| 10 | 10 | Compaction Work | BI01010001010000000000000515BI0100001121 | 67.74 | CUM |
| 11 | 11 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.2.1) | BI01010001010000000000000515BI0100001122 | 3.99 | CUM |
| 12 | 12 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine san (DSR 16.91.2) | BI01010001010000000000000515BI0100001123 | 606.94 | SQM |
| 13 | 13 | Carriage of Materials\n(i) Sand - 8 KM | BI01010001010000000000000515BI0100001124 | 1.72 | CUM |
| 14 | 14 | (ii) Stone Dust - 30 KM | BI01010001010000000000000515BI0100001125 | 67.74 | CUM |
| 15 | 15 | (iii) Chips - 30 KM | BI01010001010000000000000515BI0100001126 | 3.43 | CUM |
| 16 | 16 | (iv) Paver Block - 55 KM | BI01010001010000000000000515BI0100001127 | 9.85 | ‰ |
| 17 | 17 | (v) Cement - 20 KM | BI01010001010000000000000515BI0100001128 | 1.75 | MT |
| 18 | 18 | Entrance Gateway\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1) | BI01010001010000000000000515BI0100001129 | 27.93 | CUM |
| 19 | 19 | Earth work filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.7) | BI01010001010000000000000515BI0100001130 | 27.93 | CUM |
| 20 | 20 | Providing coarse clean localsand filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.10) | BI01010001010000000000000515BI0100001131 | 1.95 | CUM |
| 21 | 21 | Providing designation 75A brick flat soling joints filled with local sand -do-do- building specification and direction of E/I. | BI01010001010000000000000515BI0100001132 | 12.59 | SQM |
| 22 | 22 | Providing P.C.C. M-10 with nominal mix of (1:3:6) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.3.3) | BI01010001010000000000000515BI0100001133 | 0.94 | CUM |
| 23 | 23 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.5.1) | BI01010001010000000000000515BI0100001134 | 4.63 | CUM |
| 24 | 24 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.14) | BI01010001010000000000000515BI0100001135 | 4.18 | CUM |
| 25 | 25 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in beam with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.11) | BI01010001010000000000000515BI0100001136 | 3.09 | CUM |
| 26 | 26 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.9.1) | BI01010001010000000000000515BI0100001137 | 6.18 | CUM |
| 27 | 27 | Providing 6 mm cement plaster (1:4) in ceiling with clean coarse sand of f.m. 1.5 -do-do- all complete as per building specification and direction of E/I. (5.7.6) | BI01010001010000000000000515BI0100001138 | 32.53 | SQM |
| 28 | 28 | Providing 12 mm cement plaster (1:6) on outside walls with clean coarse sand of f.m. 1.5 -do-do- all complete as per building specification and direction of E/I. (5.7.3) | BI01010001010000000000000515BI0100001139 | 75.84 | SQM |
| 29 | 29 | Providing TOR steel reinforcement TMT FE 500 -do-do- all complete as per building specification and direction of E/I. (5.5.4) | BI01010001010000000000000515BI0100001140 | 2.84 | MT |
| 30 | 30 | Providing and laying matt finished vitrified tile of size 300x300x9 8 mm having water absorption -do- complete as per direction of E/I. 16.89 DSR | BI01010001010000000000000515BI0100001141 | 22.3 | SQM |
| 31 | 31 | Supplying fitting and fixing MS grill gate with MS Grill made of 20 x 6 mm flate 16 mm MS SQ Bar -do-do- all complete as per building specification and direction of E/I. (5.5.30) | BI01010001010000000000000515BI0100001142 | 700 | Kg |
| 32 | 32 | Finishing wall with premium acrylic smooth exterior paint with silicon additives. 13.47.1 DSR\nNew Work (Two or more coats applied @ 1.43 ltr/10 sqm etc. | BI01010001010000000000000515BI0100001143 | 133.19 | SQM |
| 33 | 33 | Providing and applying white cement based putty of average thickness 1 mm of approved brand all complete. 13.80 DSR | BI01010001010000000000000515BI0100001144 | 26.64 | SQM |
| 34 | 34 | Finishing wall with textured exterior paint \n13.45. 1 New Work (Two or more coats applied @ 3.28 ltr/10 sqm etc. | BI01010001010000000000000515BI0100001145 | 1.06 | SQM |
| 35 | 35 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface grills railing -do-do- building speicfication and direction of E/I. (58.45 | BI01010001010000000000000515BI0100001146 | 16.26 | SQM |
| 36 | 36 | Carriage of Materials\n(i) Sand - 8 KM | BI01010001010000000000000515BI0100001147 | 14 | CUM |
| 37 | 37 | (ii) Chips - 30 KM | BI01010001010000000000000515BI0100001148 | 18 | CUM |
| 38 | 38 | (iii) Metal - 30 KM | BI01010001010000000000000515BI0100001149 | 1 | CUM |
| 39 | 39 | (iv) Bricks - 20 KM | BI01010001010000000000000515BI0100001150 | 0.5 | ‰ |
| 40 | 40 | (v) Cement - 20 KM | BI01010001010000000000000515BI0100001151 | 9.08 | MT |
| 41 | 41 | Small Gateway\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1) | BI01010001010000000000000515BI0100001152 | 3.62 | CUM |
| 42 | 42 | Providing coarse clean localsand filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.10) | BI01010001010000000000000515BI0100001153 | 0.3 | CUM |
| 43 | 43 | Providing designation 75A brick flat soling joints filled with local sand -do-do- building specification and direction of E/I. | BI01010001010000000000000515BI0100001154 | 2.97 | SQM |
| 44 | 44 | Providing P.C.C. M-10 with nominal mix of (1:3:6) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.3.3) | BI01010001010000000000000515BI0100001155 | 0.299 | CUM |
| 45 | 45 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.5.1) | BI01010001010000000000000515BI0100001156 | 0.45 | CUM |
| 46 | 46 | Providing P.C.C. M-20 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. (5.3.14) | BI01010001010000000000000515BI0100001157 | 0.47 | CUM |
| 47 | 47 | Providing 12 mm cement plaster (1:6) on outside walls with clean coarse sand of f.m. 1.5 -do-do- all complete as per building specification and direction of E/I. (5.7.3) | BI01010001010000000000000515BI0100001158 | 4.93 | SQM |
| 48 | 48 | Providing TOR steel reinforcement TMT FE 500 -do-do- all complete as per building specification and direction of E/I. (5.5.4) | BI01010001010000000000000515BI0100001159 | 0.03266 | MT |
| 49 | 49 | Supplying fitting and fixing MS grill gate with MS Grill made of 20 x 6 mm flate 16 mm MS SQ Bar -do-do- all complete as per building specification and direction of E/I. (5.5.30) | BI01010001010000000000000515BI0100001160 | 112 | Kg |
| 50 | 50 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface grills railing -do-do- building speicfication and direction of E/I. (58.45 | BI01010001010000000000000515BI0100001161 | 2.6 | SQM |
| 51 | 51 | Carriage of Materials\n(i) Sand - 8 KM | BI01010001010000000000000515BI0100001162 | 0.45 | CUM |
| 52 | 52 | (ii) Chips - 30 KM | BI01010001010000000000000515BI0100001163 | 0.531 | CUM |
| 53 | 53 | (iii) Bricks - 20 KM | BI01010001010000000000000515BI0100001164 | 0.048 | ‰ |
| 54 | 54 | (iv) Cement - 20 KM | BI01010001010000000000000515BI0100001165 | 0.22 | MT |
| 55 | 55 | Add 12% G.S.T | BI01010001010000000000000515BI0100001166 | 1.41442e+06 | % |
| 56 | 56 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001167 | 1.58415e+06 | % |
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