1725270880000 | 0 | None | None | Other Works | Construction of CC Road and drain at wardno 19 keerthi nagar MG road to Udupi hotel and wardno 27 shanthinagar sirmuthu temple to ramachandra house in chintamani town | 510170.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3902549 | 150398 | None | item01 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting andstacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools andother appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m PWD SR 2021-22 Vol :1 Page no A(57) Item No 1.4.1As per the Directions of the Engineer in charge of the work | Cum | 191.58 | 191.58 | 72.45 | False | None | None | False | None | False | 13879.971 | 0 | 3902550 | 150398 | None | item02 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering andleveling the ground for all works other than foundation anddepth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting andstacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage andother appurtenances required to complete the work In all kinds of soil upto 300 mm depthPWD SR 2021-22 Vol :1 Page no A(57) Item No 1.1 As per the Directions of the Engineer in charge of the work | Cum | 72.1 | 72.1 | 29.79 | False | None | None | False | None | False | 2147.859 | 0 | 3902551 | 150398 | None | item03 | Providing and laying in position plain 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 andlifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement andformwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates PWD.S R.2021-22 V1 Page no 15 Item No 2.1.3 As per the Directions of the Engineer in charge of the work | Cum | 5524.92 | 5524.92 | 25.53 | False | None | None | False | None | False | 141051.2076 | 0 | 3902552 | 150398 | None | item04 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works andother 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 necesary, including all lead andlifts, 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. (The cost of steel reinforcement andformwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (As per recommendations of Technical working group, rates for formwork shall be added on Percentage basis to the finished concrete item rate For drain from works consider All other types (5%) for total concrete qty.(Vide item no.6 centering) PWD SR 2021-22 Vol :1 Page no 17 Item No 2.4.2)PWD SR.2021-22 Vol1 Page no 17 Item No 2.4.2 As per the Directions of the Engineer in charge of the work | Cum | 6445.44 | 6445.44 | 22.77 | False | None | None | False | None | False | 146762.6688 | 0 | 3902553 | 150398 | None | item05 | Supplying, Fitting and Placing TMT Fe 500 andabove Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. PWD SR 2021-22 V3 Page no 71 Item No 9.3 As per the Directions of the Engineer in charge of the work | Tonne | 73834.52 | 73834.52 | 0.854 | False | None | None | False | None | False | 63054.68008 | 0 | 3902554 | 150398 | None | item06 | 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, 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 andunloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Vol-1) PWD SR 2021-22 Vol: 3 Page No.138. Item No.20.29 As per the Directions of the Engineer in charge of the work | Cum | 6707.36 | 6707.36 | 16.1 | False | None | None | False | None | False | 107988.496 | 0 | 3902555 | 150398 | None | item07 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting andstacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usageandother appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m PWD SR 2021-22 Vol :1 Page no A(59) Item No 1.7.1 As per the Directions of the Engineer in charge of the work | Cum | 429.51 | 429.51 | 24.84 | False | None | None | False | None | False | 10669.0284 | 0 | 3902556 | 150398 | None | item08 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges,handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavationetc. complete. 90mm(weight of pipe -1.313 kg)V 5 Page no140 Item No 13.2 As per the Directions of the Engineer in charge of the work | Mtr | 216.3 | 216.3 | 92.0 | False | None | None | False | None | False | 19899.6 | 0 | 3902557 | 150398 | None | item09 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications PWD SR 2021-22 Vol :1 Page no 7 Item No 1.10 As per the Directions of the Engineer in charge of the work | Cum | 125.66 | 125.66 | 18.63 | False | None | None | False | None | False | 2341.0458 | 0 | 3902558 | 150398 | None | item10 | 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 with all lifts and lead Dismantling Brick / Tile work In cement mortar PWD SR 2021-22 Vol: 3 Page No.8 Item No.2.9b As per the Directions of the Engineer in charge of the work | Cum | 513.97 | 513.97 | 0.17 | False | None | None | False | None | False | 87.3749 | 0 | 3902559 | 150398 | None | item11 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery andother incidental charges complete as per the direction of engineer incharge of work. PWD SR 2021-22 Vol:2 Page No.13 Item No.6.2 As per the Directions of the Engineer in charge of the work | Cum | 6896.88 | 6896.88 | 0.26 | False | None | None | False | None | False | 1793.1888 | 0 | 3902560 | 150398 | None | item12 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners whereverrequired smooth rendering, providing and removing scaffolding,including cost of materials, labour, curing complete as per specificationsand as per directions of Engineer-in-charge. PWD SR 2021-22 Vol :2 Page no 41 Item No 8.1.1 As per the Directions of the Engineer in charge of the work | Sqm | 219.39 | 219.39 | 2.26 | False | None | None | False | None | False | 495.8214 | 0 |
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