| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721830351000 | 0 | None | None | Other Works | 1 Construction of CC Road from Pampapathi House to Nagaraj House, Siddappa House to Basavaraj House and RCC Drain from Ramachandra House to Eshwar Temple at Ward No 02 in Hosapete City. | 1690426.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3611878 | 131258 | None | code01 | 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 M20 (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 m3 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 thedirections of the Engineer-in-charge of the work. Volume-III (DSR 2023-24 I.No.16.27 , P.No.148) | Cum | 6692.7 | 6692.7 | 48.0 | False | None | None | False | None | False | 321249.6 | 0 | | 3611879 | 131258 | None | code02 | 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 Volume-III (DSR 2023-24, I.No.2.7, P.No.10) In cement mortar. Cement Concrete Grade M-15 & M-20 | Cum | 979.65 | 979.65 | 67.68 | False | None | None | False | None | False | 66302.712 | 0 | | 3611880 | 131258 | None | code03 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Volume-I (DSR 2023-24, I.No.1.4.1, P.No.5). all kinds of soils Depth upto 1.5 m. Cost of De-watering upto 5 % may be added , where required assessment for dewatering shall be made as per site condition | Cum | 266.2 | 266.2 | 50.76 | False | None | None | False | None | False | 13512.312 | 0 | | 3611881 | 131258 | None | code04 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. Volume-I (DSR 2023-24, I.No.1.23, P.No.11) | Cum | 2816.1 | 2816.1 | 50.76 | False | None | None | False | None | False | 142945.236 | 0 | | 3611882 | 131258 | None | code05 | 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 & 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. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse. Volume-I (DSR 2023-24, I.No.2.1.2, P.No.15) | Cum | 5947.2 | 5947.2 | 16.92 | False | None | None | False | None | False | 100626.624 | 0 | | 3611883 | 131258 | None | code06 | 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 volume-III (DSR 2023-24, I.No.2.11 P.No.18) h. All other type of structures | Tonne | 82961.55 | 82961.55 | 5.5648 | False | None | None | False | None | False | 461664.43344 | 0 | | 3611884 | 131258 | None | code07 | Providing and laying in position Reinforced 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 necesary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-I (DSR 2023-24 , I.No.2.4.2 , P.No.16) | Cum | 8962.85 | 8962.85 | 62.04 | False | None | None | False | None | False | 556055.214 | 0 | | 3611885 | 131258 | None | code08 | 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. Volume-I (DSR 2023-24, I.No.1.8, P.No.7) | Cum | 497.7 | 497.7 | 56.4 | False | None | None | False | None | False | 28070.28 | 0 |
| | 1721830351000 | 0 | None | None | Other Works | 2 UGD Work from Maddigudi to Ex MLA Shankargouda House in Cowlpet Area at Ward No. 18 in Hosapete City. | 931101.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3611886 | 131259 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Volume-III (DSR 2021-22, I.No.2.19, P.No.10) | Cum | 443.1 | 443.1 | 29.76 | False | None | None | False | None | False | 13186.656 | 0 | | 3611887 | 131259 | None | code02 | Earth work excavation for pipelines/cables by Manual means upto 600 mm 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 & stacking 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, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (Item No 1.6.1 Page No 6 PWD SR Vol I 2023-24) | Cum | 508.2 | 508.2 | 148.799 | False | None | None | False | None | False | 75619.6518 | 0 | | 3611888 | 131259 | None | code03 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:. Pipes of SN 8, 200mm dia. (Vol V 2021-22, P No.53, M020H) | m | 1085.7 | 1085.7 | 248.0 | False | None | None | False | None | False | 269253.6 | 0 | | 3611889 | 131259 | None | code04 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: (Vol V 2023-24, P No.192, 16.15) Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,1.3 M depth & SFRC cover & frame | Each | 36423.5 | 36423.5 | 3.0 | False | None | None | False | None | False | 109270.5 | 0 | | 3611890 | 131259 | None | code05 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5 M depth & SFRC cover & frame | Each | 40300.1 | 40300.1 | 2.0 | False | None | None | False | None | False | 80600.2 | 0 | | 3611891 | 131259 | None | code06 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.6M depth & SFRC cover & frame | Each | 43646.4 | 43646.4 | 3.0 | False | None | None | False | None | False | 130939.2 | 0 | | 3611892 | 131259 | None | code07 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0M depth & SFRC cover & frame | Each | 63823.2 | 63823.2 | 2.0 | False | None | None | False | None | False | 127646.4 | 0 | | 3611893 | 131259 | None | code08 | 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 (Item No 1.10 Page No 7 PWD SR Vol I 2023-24) | Cum | 168.0 | 168.0 | 148.8 | False | None | None | False | None | False | 24998.4 | 0 | | 3611894 | 131259 | None | code09 | 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 M20 (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 m3 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 thedirections of the Engineer-in-charge of the work. Volume-III (DSR 2023-24 I.No.16.27 , P.No.148) | Cum | 6692.7 | 6692.7 | 14.88 | False | None | None | False | None | False | 99587.376 | 0 |
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