| 1722939706000 | 0 | None | None | Roads | Construction of CC road in Dhobighat main road in channel areain ward no.41 | 799749.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3703632 | 136451 | None | P.no 08 i.no 1.12 Volume I) 2024-25 SR | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage ofmachinery & other appurtenances required to complete the work. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 99.75 | 99.75 | 119.34 | False | None | None | False | None | False | 11904.165 | 0 | | 3703633 | 136451 | None | P No.15, I No.3.7 ) 2024-25 SR Volume I | 3.7 305.3.4 Compacting Original GroundCompacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixedwith water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction. m3 87.00 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 110.25 | 110.25 | 67.7 | False | None | None | False | None | False | 7463.925 | 0 | | 3703634 | 136451 | None | P No.7, I No.1.8) 2024-25 SRVolume I | KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(which includes cost of gravel / murrum, watering charges & compaction by vibratory roller) MORTH Specification No. 305 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 497.7 | 497.7 | 64.32 | False | None | None | False | None | False | 32012.064 | 0 | | 3703635 | 136451 | None | P NO 24 I NO 4.27) 2024-25 SRVolume III | Wet Mix Macadam (Plant mix method) 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 uiform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 2686.95 | 2686.95 | 54.51 | False | None | None | False | None | False | 146465.6445 | 0 | | 3703636 | 136451 | None | P.No.15. item no 2.1.2 Volume I | Providing and laying in position plain cement concrete for levelling course for all works in foundation. Mix 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse
aggregates m ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 5604.9 | 5604.9 | 2.28 | False | None | None | False | None | False | 12779.172 | 0 | | 3703637 | 136451 | None | P.No.A(69). item no 2.4.2) Volume I | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 necesary, including all lead & lifts, costof 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 & formwork to be paidseparately ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 6639.15 | 6639.15 | 1.84 | False | None | None | False | None | False | 12216.036 | 0 | | 3703638 | 136451 | None | P No.138, I No.20.30)2024-25 SRVolume III | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc.complete. as per the directions of the Engineer-in-charge of the work ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 7091.7 | 7091.7 | 51.64 | False | None | None | False | None | False | 366215.388 | 0 | | 3703639 | 136451 | None | P.No.83. item no 11.25.1) Volume II | 11.25.1 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.kg 113.00 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Kg | 118.65 | 118.65 | 596.37 | False | None | None | False | None | False | 70759.3005 | 0 | | 3703640 | 136451 | None | 13.1 1.00 Mtr Depth | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia( Vol-5 P No.201, I No.16.40.1 T510A PWD SR 2023-24) Constructing Brick Masonry Circular Machinehole 1.2 m internal dia, & SFRC cover & frame 13.1 1.00 Mtr Depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 24349.0 | 24349.0 | 4.0 | False | None | None | False | None | False | 97396.0 | 0 | | 3703641 | 136451 | None | P.No.193 I.No.27.1 ) T461A 2024-25 SRVOLUME V | Repairs to Machinehole for different depths including removal of debris,levelling the brick masonry, construction of brick masonry upto Groundlevel, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 8577.45 | 8577.45 | 3.0 | False | None | None | False | None | False | 25732.35 | 0 | | 3703642 | 136451 | None | P No P NO 15 No-3.1 VOLUME III | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | Cum | 89.25 | 89.25 | 119.34 | False | None | None | False | None | False | 10651.095 | 0 | | 3703643 | 136451 | None | P.No.151. item no 21C-4 VOLUME III | 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.No. 5,861.0(Vol-03 SR-24-25 I.No. 8.55 PG NO-79) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete. | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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