| 1709535291000 | 0 | None | None | Bridges | Construction of Foot Bridge near Aluru Narkuli Subraya Hebbar house in Aluru Grama Panchayath of Byndoor Assembly Constituency in Kundapura Taluk of Udupi District | 1100024.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2900686 | 95197 | None | 1.19.1 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Vol 1, Pg No 10, I No. 1.19.1) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 508.48 | 508.48 | 99.82 | False | None | None | False | None | False | 50756.4736 | 0 | | 2900687 | 95197 | None | 17-C (2) | Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete - MoRTH 602.6.5 (Vol 3, Pg No 163, I No. 17-C (2)) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | No | 425.6 | 425.6 | 16.0 | False | None | None | False | None | False | 6809.6 | 0 | | 2900688 | 95197 | None | 2.1.3 | 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. (Vol 1, Pg No 15, I No. 2.1.3) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 6707.68 | 6707.68 | 8.08 | False | None | None | False | None | False | 54198.0544 | 0 | | 2900689 | 95197 | None | 2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates -Formwork 4% added (Vol 1, Pg No 15, I No. 2.2.3) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 7380.17 | 7380.17 | 27.3 | False | None | None | False | None | False | 201478.641 | 0 | | 2900690 | 95197 | None | 2.4.3 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Formwork 10% added (Vol 1, Pg No 16, I No. 2.4.3) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 7805.95 | 7805.95 | 12.1 | False | None | None | False | None | False | 94451.995 | 0 | | 2900691 | 95197 | None | 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications - M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Formwork 20% added (Vol 1, Pg No 16, I No. 2.5.2) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 9196.99 | 9196.99 | 7.43 | False | None | None | False | None | False | 68333.6357 | 0 | | 2900692 | 95197 | None | 2.11 b | 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 - b. Foundations of Bridges. (Vol 1, Pg No 18, I No. 2.11 b) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Tonne | 96550.72 | 96550.72 | 1.91 | False | None | None | False | None | False | 184411.8752 | 0 | | 2900693 | 95197 | None | 2.11 c | 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 - c. Sub structure of Bridges. (Vol 1, Pg No 18, I No. 2.11 c) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Tonne | 96804.96 | 96804.96 | 0.85 | False | None | None | False | None | False | 82284.216 | 0 | | 2900694 | 95197 | None | 2.11 d | 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 - d. Super structure of Bridges. (Vol 1, Pg No 18, I No. 2.11 d) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Tonne | 97056.96 | 97056.96 | 0.67 | False | None | None | False | None | False | 65028.1632 | 0 | | 2900695 | 95197 | None | 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Vol 3, Pg No 117, I No. 12.4) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 2998.24 | 2998.24 | 35.55 | False | None | None | False | None | False | 106587.432 | 0 | | 2900696 | 95197 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (Vol 1, Pg No 7, I No. 1.8) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 530.88 | 530.88 | 128.25 | False | None | None | False | None | False | 68085.36 | 0 | | 2900697 | 95197 | None | 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol 2, Pg No 9, I No. 5.4) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 7155.68 | 7155.68 | 12.0 | False | None | None | False | None | False | 85868.16 | 0 | | 2900698 | 95197 | None | 13.14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. (Vol 3, Pg No 123, I No. 13.14) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 94.08 | 94.08 | 60.1 | False | None | None | False | None | False | 5654.208 | 0 | | 2900699 | 95197 | None | 11.16.1 | Providing and fixing 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Vol 2, Pg No 82, I No. 11.16.1) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Kg | 152.32 | 152.32 | 124.64 | False | None | None | False | None | False | 18985.1648 | 0 | | 2900700 | 95197 | None | 8.11 | Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade. (Vol 3, Pg No 66, I No. 8.11) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 107.52 | 107.52 | 4.9 | False | None | None | False | None | False | 526.848 | 0 | | 2900701 | 95197 | None | 8.55 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. (Vol 3, Pg No 79, I No. 8.55) ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | No | 6564.32 | 6564.32 | 1.0 | False | None | None | False | None | False | 6564.32 | 0 |
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