1723640191000 | 0 | None | None | Bridges | Construction of Pipe Culvert at Ch.195.00 Km of Kengal (National Highway-275) to Alur (State Highway-110) Byrapur (State Highway-102) ch.191.820 km to Basavaghatta ch.193.440 and ch.193.440 km to 196.160 Niragunda, 196.160 to 198.54 Km Nittoor, Rayapur (State Highway-21), Kadadarvalli Chikkagaddavalli KM 229.02 to Varthikere (State Highway-275) in Hassan taluk. | 689474.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3781662 | 142848 | None | Item No.2.5 II of PWD SR 2023-24, Vol 3 P No 09 | Clearing and grubbing Road land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | 100 Sqm | 463.74 | 463.74 | 30.0 | False | None | None | False | None | False | 13912.2 | 0 | 3781663 | 142848 | None | PWD SR 2023-24 Vol-1, SL NO. 1.14.1- P - 08 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 113.28 | 113.28 | 52.6 | False | None | None | False | None | False | 5958.528 | 0 | 3781664 | 142848 | None | PWD SR 2023-24 Vol-3, SL NO. 16.15 (b) pg.no:-146 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. (B) 1000 mm dia ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 9390.44 | 9390.44 | 10.0 | False | None | None | False | None | False | 93904.4 | 0 | 3781665 | 142848 | None | PWD SR 2023-24 Vol-1, SL NO. 2.1.3 P - 15 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7067.02 | 7067.02 | 2.85 | False | None | None | False | None | False | 20141.007 | 0 | 3781666 | 142848 | None | PWD SR 2023-24 Vol-1, SL NO. 2.3.1 P - 16 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7461.14 | 7461.14 | 20.23 | False | None | None | False | None | False | 150938.8622 | 0 | 3781667 | 142848 | None | PWD SR 2023-24 Vol-1, SL NO. 8 P - 111 | The cost of Formwork Foundation, Sub Structure of cross Drainages (Culvert at 5%) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 373.06 | 373.06 | 18.73 | False | None | None | False | None | False | 6987.4138 | 0 | 3781668 | 142848 | None | PWD SR 2023-24 Vol-3, SL NO. 2.11h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Tonne | 93232.98 | 93232.98 | 1.43 | False | None | None | False | None | False | 133323.1614 | 0 | 3781669 | 142848 | None | Item No.1.9 of PWD SR 2023-24, Vol 1 P-7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 313.88 | 313.88 | 18.2 | False | None | None | False | None | False | 5712.616 | 0 | 3781670 | 142848 | None | Item No.4.3 (v) of PWD SR 2023-24, Vol 3 P-23 | BY Mix Plate Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 2783.62 | 2783.62 | 7.5 | False | None | None | False | None | False | 20877.15 | 0 | 3781671 | 142848 | None | P.W.D SR 2023-24 of Pg.26, SI.No. 4.17 Vol-III | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 3019.62 | 3019.62 | 12.5 | False | None | None | False | None | False | 37745.25 | 0 | 3781672 | 142848 | None | P.W.D SR 2023-24 I No. 16.28 Vol 3 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Cum | 7969.72 | 7969.72 | 12.5 | False | None | None | False | None | False | 99621.5 | 0 | 3781673 | 142848 | None | P.W.D SR 2023-24 of Pg. 147 I.No. 16.19 Vol-III | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | m | 7.08 | 7.08 | 1500.0 | False | None | None | False | None | False | 10620.0 | 0 | 3781674 | 142848 | None | I.No.8.5A(iv) of PWD SR 2023-24, Vol III P.No-64 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022.60 cm equilateral triangle ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Nos | 4219.68 | 4219.68 | 6.0 | False | None | None | False | None | False | 25318.08 | 0 | 3781675 | 142848 | None | P.W.D SR 2023-24 Pg No.147 l.No.16.20 (ii)vol III | Maintenance of Culverts Slab type (II) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1909 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Each | 5110.58 | 5110.58 | 8.0 | False | None | None | False | None | False | 40884.64 | 0 | 3781676 | 142848 | None | P.W.D SR 2023-24 Pg No.147 l.No.16.20 (i) Vol.III | Maintenance of Culverts- (I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Each | 2415.46 | 2415.46 | 8.0 | False | None | None | False | None | False | 19323.68 | 0 | 3781677 | 142848 | None | P.W.D SR 2023-24 Pg No. 148 l.No . 16.26. | White washing of parapet walls of CD work and tree trunks.
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work. | Sqm | 31.86 | 31.86 | 132.0 | False | None | None | False | None | False | 4205.52 | 0 |
|