| 1716447337000 | 1 | None | None | Bridges/Culverts | Construction of Box Culvert at Ch 18.00 km in Hosapete Shivamogga road(SH 25) to Arabhavi Challikeri road(SH 45) near Holagundi Village in Hadagali Taluk | 6778359.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3148576 | 108409 | None | 2.8 (ii) a | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material withall lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20
UNI SR 2023 - 24 ,V-3,Page No 10 Item No 2.8 (ii) (A)
| Cum | 754.95 | 754.95 | 136.4 | False | None | None | False | None | False | 102975.18 | 0 | | 3148577 | 108409 | None | 2.10 (b) | Dismantling Stone Masonry. Rubble stone masonry in cement mortar.UNI SR 2023 - 24 ,V-3,Page No 10 Item No 2.10.(B)
| Cum | 640.5 | 640.5 | 23.76 | False | None | None | False | None | False | 15218.28 | 0 | | 3148578 | 108409 | None | 1.14.1 | 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
UNI SR 2023 - 24 ,V-1,Page No 8 Item No 1.14.1
| Cum | 107.1 | 107.1 | 762.79 | False | None | None | False | None | False | 81694.809 | 0 | | 3148579 | 108409 | 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.
UNI SR 2023 - 24 ,V-1,Page No 7 Item No 1.8.
| Cum | 497.7 | 497.7 | 1187.87 | False | None | None | False | None | False | 591202.899 | 0 | | 3148580 | 108409 | 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
UNI SR 2023 - 24 ,V-1,Page No 15 Item No 2.1.3
| Cum | 6288.45 | 6288.45 | 54.0 | False | None | None | False | None | False | 339576.3 | 0 | | 3148581 | 108409 | None | 2.4.1 | 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 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates including cost of formwork.
UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.1
| Cum | 7060.41 | 7060.41 | 8.5 | False | None | None | False | None | False | 60013.485 | 0 | | 3148582 | 108409 | 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 including cost of formwork.
UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.3
| Cum | 7983.36 | 7983.36 | 234.15 | False | None | None | False | None | False | 1869303.744 | 0 | | 3148583 | 108409 | 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 including cost of formwork.
UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.5.2
| Cum | 8622.18 | 8622.18 | 50.35 | False | None | None | False | None | False | 434126.763 | 0 | | 3148584 | 108409 | 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 Sub structure of Bridges
PWD SR 2023-24 ,V-1 Page No 18 Item No2.11.c
| Tonne | 90754.65 | 90754.65 | 19.77 | False | None | None | False | None | False | 1794219.4305 | 0 | | 3148585 | 108409 | 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 Super structure of Bridges | Tonne | 90990.9 | 90990.9 | 4.53 | False | None | None | False | None | False | 412188.777 | 0 | | 3148586 | 108409 | None | 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7151.55 | 7151.55 | 3.15 | False | None | None | False | None | False | 22527.3825 | 0 | | 3148587 | 108409 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). pwd sr item no 13.9, Vol 3 | Cum | 12426.75 | 12426.75 | 5.25 | False | None | None | False | None | False | 65240.4375 | 0 | | 3148588 | 108409 | None | 13.16 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
UNI SR 2023 - 24 ,V-3,Page No 124 Item No 13.16
| m | 1884.75 | 1884.75 | 31.5 | False | None | None | False | None | False | 59369.625 | 0 | | 3148589 | 108409 | None | 13.2 A | M2702 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
UNI SR 2023 - 24 ,V-3,Page No 121 Item No 13.2.A
| Cum | 14669.55 | 14669.55 | 8.9 | False | None | None | False | None | False | 130558.995 | 0 | | 3148590 | 108409 | None | 14.1(A) | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A)Boulder Laid Dry Without Wire Crates. PWD SR 2023-24 ,V-3 Page No 129 Item No 14.1(A) | Cum | 2007.6 | 2007.6 | 34.85 | False | None | None | False | None | False | 69964.86 | 0 | | 3148591 | 108409 | 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.
UNI SR 2023 - 24 ,V-3,Page No 117 Item No 12.4.
| Cum | 2810.85 | 2810.85 | 113.94 | False | None | None | False | None | False | 320268.249 | 0 | | 3148592 | 108409 | None | 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
UNI SR 2023 - 24 ,V-3,Page No 117 Item No 12.2
| m | 250.95 | 250.95 | 12.0 | False | None | None | False | None | False | 3011.4 | 0 | | 3148593 | 108409 | None | 8.18 | Boundary pillar / Guard stoneReinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
UNI SR 2023 - 24 ,V-3,Page No 67 Item No 8.18
| Each | 785.4 | 785.4 | 40.0 | False | None | None | False | None | False | 31416.0 | 0 | | 3148594 | 108409 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification UNI SR 2023 - 24 ,V-3,Page No 121 Item No 13.7.
| 6 Mtrs | 3434.55 | 3434.55 | 6.0 | False | None | None | False | None | False | 20607.3 | 0 | | 3148595 | 108409 | None | 8.10 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces PWD SR 2023-24 ,V-3 Page No 66 Item No8.10. | Sqm | 114.45 | 114.45 | 261.96 | False | None | None | False | None | False | 29981.322 | 0 | | 3148596 | 108409 | None | PWD SR 2023-24 ,V-3 Page No 146 Item No16.15.C. | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. 750 mm dia | m | 3501.75 | 3501.75 | 15.0 | False | None | None | False | None | False | 52526.25 | 0 | | 3148597 | 108409 | None | PWD SR 2023-24 ,V-3,Pg. No. 64 I. No.8.5 (A) (xi | Retro -Reflectorised Traffic Signs, Providing and fixing of retro - reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting,1.5 mm thick supportde on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm,60 cm below ground level as per approved drawing. | Nos | 4435.2 | 4435.2 | 2.0 | False | None | None | False | None | False | 8870.4 | 0 | | 3148598 | 108409 | None | PWD CSR 20223-24, Vol 4, item no:4.2 iii page no 2 | 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 -III Material complete as specification and direction by engineer in charge | Cum | 2503.2 | 2503.2 | 18.0 | False | None | None | False | None | False | 45057.6 | 0 | | 3148599 | 108409 | None | PWD CSR 20223-24, Vol 4, item no 4.17 page no 26 | 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 complete as specification and direction by engineer in charge | Cum | 2686.95 | 2686.95 | 18.0 | False | None | None | False | None | False | 48365.1 | 0 | | 3148600 | 108409 | None | PWD CSR 2023-24 VOL III I. No.16.27 P.No. 148 | Providing and constructing un-reinforced plain cement concrete avement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (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. | Cum | 6692.7 | 6692.7 | 24.0 | False | None | None | False | None | False | 160624.8 | 0 | | 3148601 | 108409 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 oncrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 complete. as per the directions of the Engineer-in-charge of the work.PWD SR Vol 3, item no 8.54 | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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