Department Of Building And Construction-DOBAC has published Construction Of Bridge Over Local Nala At Vill- Chetma , Panchayat-Akshi , From-Chetma More To Radhe Tangri Road , Block-Mahuadanr , District- Latehar. Submission Date for this Tender is 27-10-2020. Bridge Work Tenders in Latehar Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Bridge Over Local Nala at Vill- Chetma, Panchayat-Akshi, From-Chetma more to Radhe Tangri road, Block-Mahuadanr, District- Latehar | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per specification and direction of E/I. | BI01010001010000000000000515BI0100001146 | 367.23 | M3 |
| 2 | 1.01 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator intake well and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (Vide classification of soil item-C) with disposal of soil (beyond 50M. from the edge of the trenches) with initial lead of 150M and lift of 1.5M as per specification and direction of E/I. | BI01010001010000000000000515BI0100001147 | 289.345 | M3 |
| 3 | 2 | Providing and laying P.C.C. or R.C.C.M.-150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001148 | 193.49 | M3 |
| 4 | 3 | Providing and laying P.C.C. or R.C.C.M.-150 with nominal mix of (1:2:4) in various components of dam superstructure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001149 | 83.89 | M3 |
| 5 | 4 | Providing and laying P.C.C. or R.C.C.M-200 with nominal mix (1:1½:3) in various components of dam superstructure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001150 | 4.46 | M3 |
| 6 | 5 | Providing weep hole with dry graded stone filter of 20mm to 40mm\nsize in abutment and wing wall as per specification and direction of E/I. | BI01010001010000000000000515BI0100001151 | 72 | Nos |
| 7 | 6 | E/W in flood embankment, canal banks as well as special repair of \nembankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding225 mm thick all complete as per specification & direction of E/I. | BI01010001010000000000000515BI0100001152 | ||
| 8 | 6.01 | Lead Beyond 1/2 Km but upto 1 Km. | BI01010001010000000000000515BI0100001153 | 127.44 | M3 |
| 9 | 7 | Providing and laying R.C.C M.200 with nominal mix of (1:1½:3) in\ndeck slab -do- complete job as per specification and direction of E/I | BI01010001010000000000000515BI0100001154 | 16.14 | M3 |
| 10 | 8 | Providing and laying P.C.C.M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab with -do- complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001155 | 2.67 | M3 |
| 11 | 9 | Brick work in designation 75A brick with cement mortar (1:3) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth, curing scaffolding and its removal wherever required, royalty and all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001156 | 1.97 | M3 |
| 12 | 10 | Providing T.M.T. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S.rods in position all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001157 | ||
| 13 | 10.01 | (i) 8mm dia TMT Fe 500 | BI01010001010000000000000515BI0100001158 | 2.1 | MT |
| 14 | 10.02 | (ii) 10mm dia TMT Fe 500 | BI01010001010000000000000515BI0100001159 | 0.525 | MT |
| 15 | 10.03 | (iii) 12mm. TMT Fe 500 | BI01010001010000000000000515BI0100001160 | 2.62 | MT |
| 16 | 11 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001161 | 35.06 | M3 |
| 17 | 12 | Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I. | BI01010001010000000000000515BI0100001162 | 281.32 | M2 |
| 18 | 13 | Providing shuttering including strutting proping etc. and removal\nafter use in superstructure portion of various components of barrage work as per specification and direction of E/I. | BI01010001010000000000000515BI0100001163 | 173.55 | M2 |
| 19 | 14 | Providing centering including strutting and proping and removal\nafter use in deck slab as per specification and direction of E/I. | BI01010001010000000000000515BI0100001164 | 27.6 | M2 |
| 20 | 15 | Providing 12mm thick cement plaster (1:3) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001165 | 54 | M2 |
| 21 | 16 | Providing and fixing in position bitumen filler (bitumen, cement and sand) in construction joints complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001166 | 13.71 | Per cm2 Per% M |
| 22 | 17 | Dewatring during the working period with H.P. diesel set do..do..all comp. job | BI01010001010000000000000515BI0100001167 | 70 | Hrs |
| 23 | 18 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | BI01010001010000000000000515BI0100001168 | ||
| 24 | 18.01 | Rolling with smooth Weelar | BI01010001010000000000000515BI0100001169 | 148.68 | M3 |
| 25 | 19 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For grading- I Material | BI01010001010000000000000515BI0100001170 | 16.99 | M3 |
| 26 | 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | BI01010001010000000000000515BI0100001171 | ||
| 27 | 20.01 | By Manual Means Grading- I (Using Screening Crushable type such as Moorum or Gravel) | BI01010001010000000000000515BI0100001172 | ||
| 28 | 20.02 | Using Screening Crushable type such as Moorum or Gravel (with Vibratory Roller) | BI01010001010000000000000515BI0100001173 | 11.21 | M3 |
| 29 | 21 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001174 | 56.64 | M3 |
| 30 | 22 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. | BI01010001010000000000000515BI0100001175 | 36.99 | M3 |
| 31 | 23 | Providing 25mm thick cement plaster (1:4) with -do- complete job\nas per specification and direction of E/I. | BI01010001010000000000000515BI0100001176 | 69.7 | M2 |
| 32 | 24 | Providing 1.5mm thick cement punning including curing etc. complete\njob as per specification and direction of E/I. | BI01010001010000000000000515BI0100001177 | 27.88 | M2 |
| 33 | 25 | Earth work in filling foundation trenches or back filling of masonry\nstructure with pervious soil in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 1/2Km. with all lifts and carriage by truck including, loading, unloading, spreading, construction and maintenance of haul road etc. as per specification and direction of E/I. | BI01010001010000000000000515BI0100001178 | 21.24 | M3 |
| 34 | 26 | Earth work in filling foundation trenches or back filling of masonry\nstructures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001179 | 77.88 | M3 |
| 35 | 27 | Carriage of Material | BI01010001010000000000000515BI0100001180 | ||
| 36 | 27.01 | (a) Steel Lead | BI01010001010000000000000515BI0100001181 | 5.245 | MT |
| 37 | 27.02 | (b) sand Lead | BI01010001010000000000000515BI0100001182 | 175.64 | M3 |
| 38 | 27.03 | (c) stone chips | BI01010001010000000000000515BI0100001183 | 269.64 | M3 |
| 39 | 27.04 | (d) Boulder Lead- | BI01010001010000000000000515BI0100001184 | 128.69 | M3 |
| 40 | 27.05 | (e) brick Lead- | BI01010001010000000000000515BI0100001185 | 802 | %o Nos. |
| 41 | 27.06 | (f) Metal Lead | BI01010001010000000000000515BI0100001186 | 14.9 | M3 |
| 42 | 27.07 | (g) Moorum Lead- | BI01010001010000000000000515BI0100001187 | 28.9 | M3 |
| 43 | 28 | 12 % GST | BI01010001010000000000000515BI0100001188 | 12 | GST |
| 44 | 29 | 1% Labour Cess | BI01010001010000000000000515BI0100001189 | 1 | Cess |
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