| 1724764661000 | 0 | None | None | Other Works | Construction of Compound Wall Graveyard at Ladlemashak darga side and CC Road From Apex School to Revansiddeshwar Colony Main Road at Aland Under 15th Finance Untied Basic Grant 2022-23 Saving Action Plan | 755997.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3868128 | 148168 | None | 001 | 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 / rubble masonry / pitching / etc by mechanical means PWD SR 2023-24 It. No. 2.8(a) Pg. No. 10 Vol3
| Cum | 189.0 | 189.0 | 34.2 | False | None | None | False | None | False | 6463.8 | 0 | | 3868129 | 148168 | None | 002 | 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 PWD SR 2023-24 It. No. 1.14 Pg. No. 8 Vol.1
| Cum | 107.1 | 107.1 | 45.86 | False | None | None | False | None | False | 4911.606 | 0 | | 3868130 | 148168 | None | 003 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2022-23 It. No. 2.1.3 Pg. No. 15 Vol-1
| Cum | 5947.2 | 5947.2 | 1.51 | False | None | None | False | None | False | 8980.272 | 0 | | 3868131 | 148168 | None | 004 | Providing coursed rubble masonry (first sort) with hard stone in foundation and plinth with cement mortar 1:6 (1 cement:6 course sand) PWD CSR 2023-24 Vol-II It. No. 5.2 Pg. No. 9
| Cum | 6948.9 | 6948.9 | 7.09 | False | None | None | False | None | False | 49267.701 | 0 | | 3868132 | 148168 | None | 005 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 It. No. 2.2 Pg. No. 15 Vol-2
| Cum | 6601.35 | 6601.35 | 6.3 | False | None | None | False | None | False | 41588.505 | 0 | | 3868133 | 148168 | None | 006 | Appendix-I Additionalities for formwork centering and scaffolding foundation upt plinth (b) All other tyes Pg. No. 115 Item NO. 1(a) Vol-1 Add 3% for centering
| Cum | 198.04 | 198.04 | 6.3 | False | None | None | False | None | False | 1247.652 | 0 | | 3868134 | 148168 | None | 007 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 It. No. 2.5 Pg. No. 17 Vol-1
| Cum | 6961.5 | 6961.5 | 2.51 | False | None | None | False | None | False | 17473.365 | 0 | | 3868135 | 148168 | None | 008 | Appendix-I Additionalities for form work centering and scaffolding columns and piers - PWD CSR Pg. NO. 115 Item No. 8 Vol-1 Add 70% for centering
| Cum | 4873.05 | 4873.05 | 2.51 | False | None | None | False | None | False | 12231.3555 | 0 | | 3868136 | 148168 | None | 009 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 It. No. 2.5 Pg. No. 17 Vol-1
| Cum | 6961.5 | 6961.5 | 2.42 | False | None | None | False | None | False | 16846.83 | 0 | | 3868137 | 148168 | None | 0010 | Appendix-I Additionalities for formwork, centering and scaffolding beams and lintels of building PWD CSR Pg. No. 115 Item No. 12 and 13 Vol-I Add 60% for centering
| Cum | 4176.9 | 4176.9 | 2.42 | False | None | None | False | None | False | 10108.098 | 0 | | 3868138 | 148168 | None | 0011 | Supplying, fitting and placing TMT Fe 550/550D Steel reinfoprcement including cost of all materials machinery labour, cleaning straightening, cutting bending, hooking, laping/ welding joints tyingwith binding wire/soft annealed steel wire and other ancilary operations complete as per drawing and technical specification building - PWD CSR 2023-24 V-II It. No. 2.11 Pg. No. 13
| Cum | 93929.85 | 93929.85 | 1.07 | False | None | None | False | None | False | 100504.9395 | 0 | | 3868139 | 148168 | None | 0012 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. PWD SR 2023-24 Vol-2 It. No. 6.7 Pg. No.13
| Cum | 8621.55 | 8621.55 | 9.66 | False | None | None | False | None | False | 83284.173 | 0 | | 3868140 | 148168 | None | 0013 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 2023-24 It. No. 11.1 Pg. No. 77 Vol.2
| Kgs | 111.3 | 111.3 | 157.5 | False | None | None | False | None | False | 17529.75 | 0 | | 3868141 | 148168 | None | 0014 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 2023-24 It. No. 8.8 Pg. No. 42 Vol-2
| Sqm | 389.55 | 389.55 | 84.0 | False | None | None | False | None | False | 32722.2 | 0 | | 3868142 | 148168 | None | 0015 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 g/L as per specifications and as per directions of Engineer in charge. PWD SR 2023-24 It. No. 8.55.1 Pg. No. 51 Vol-II
| Sqm | 58.8 | 58.8 | 84.0 | False | None | None | False | None | False | 4939.2 | 0 | | 3868143 | 148168 | None | 0016 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 g/L, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. PWD SR 2023-24 It. No. 8.5.32 Pg. No. 50 Vol-2
| Sqm | 103.95 | 103.95 | 84.0 | False | None | None | False | None | False | 8731.8 | 0 | | 3868144 | 148168 | None | 0017 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.- PWD SR 2023-24 It. No. 8.39 Pg. No. 48
| Sqm | 133.35 | 133.35 | 21.0 | False | None | None | False | None | False | 2800.35 | 0 | | 3868145 | 148168 | None | 0018 | ROAD: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. PWD SR 2023-24 It. No. 3.7 Pg. No. 16 Vol 3
| Sqm | 110.0 | 110.0 | 45.9 | False | None | None | False | None | False | 5049.0 | 0 | | 3868146 | 148168 | None | 0019 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth 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 & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. PWD SR 2023-24 It.No.1.1 Pg.No.5 Vol-1
| Cum | 95.55 | 95.55 | 91.8 | False | None | None | False | None | False | 8771.49 | 0 | | 3868147 | 148168 | None | 0020 | 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. PWD SR 2023-24 It. No. 1.8 Pg. No.7 Vol-1
| Cum | 497.7 | 497.7 | 43.03 | False | None | None | False | None | False | 21416.031 | 0 | | 3868148 | 148168 | None | 0021 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR 2023-24 It. No. 3.6 Pg. No. 16 Vol-3
| Sqm | 518.0 | 518.0 | 30.6 | False | None | None | False | None | False | 15850.8 | 0 | | 3868149 | 148168 | None | 0022 | Construction of dry lean cement concrete sub base over a prepared sub grade with coarse andfine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm aggregate cement ratio not to exceed 12:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction concrete strength not to be less than 7 Mpa at 7 days mixed in a batching plant transported to site, laid with a paer with electronic sensor compacting with 8-10 t vibratory roller finishing and curing - PWD SR 2023-24 It. No. 6.3 Pg. No. 49 Vol-3
| Cum | 4971.75 | 4971.75 | 28.69 | False | None | None | False | None | False | 142639.5075 | 0 | | 3868150 | 148168 | None | 0023 | Construction of un reinforced plain cement concrete paement using RMC M-30 grade with OPC at 270 kg/ m3 and GGBS @ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared su base. The superplasticiser conforming to IS 9103-1999 reaffirmed-2008 coarse aggregates and fine aggregate conforming to IS 383-2016, transported to site, laid in apprved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreading the concrete with shovels, rackers and compacted using needle, suitale plate vibrator and finished in a contineous operation including provision of seperation membrane and Hessian cloth finishing to lines and grades complete including cost of al materials labour all lead and lift loading charges as per specification and direction of Engineer incharge of the work - PWD SR 2023-24 It. No. 6.6 Pg. No. 51 Vol-3
| Cum | 4971.75 | 4971.75 | 28.69 | False | None | None | False | None | False | 142639.5075 | 0 |
|