| 1709792144000 | 0 | None | None | Roads | Construction of Road and drains in Kottur Limits | 5167696.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2954296 | 97638 | None | KTRD001 | 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. By Mechanical Means. Prestressed / RCC grade M-20 & above Volume-3, Item No.- 2.8 (ii) B, Page No.- 10 | Cum | 1163.4 | 1163.4 | 5.3 | False | None | None | False | None | False | 6166.02 | 0 | | 2954297 | 97638 | None | KTRD002 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar Volume-2, Item No.- 19.10.2, Page No.- 188 | Cum | 1051.05 | 1051.05 | 79.02 | False | None | None | False | None | False | 83053.971 | 0 | | 2954298 | 97638 | None | KTRD003 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work ( Common 2023-2024 PWD SR (Vol-1) Item No. 1.14.1, P.No-8) | Cum | 107.1 | 107.1 | 158.57 | False | None | None | False | None | False | 16982.847 | 0 | | 2954299 | 97638 | None | KTRD004 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Volume-1, Item No.- 1.12, Page No.- 8 | Cum | 99.75 | 99.75 | 201.0 | False | None | None | False | None | False | 20049.75 | 0 | | 2954300 | 97638 | None | KTRD005 | 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 (PWD Common Sr- 2023-24. Vol-1. Page no: 15,Item No: 2.1.3) | Cum | 6288.45 | 6288.45 | 24.31 | False | None | None | False | None | False | 152872.2195 | 0 | | 2954301 | 97638 | None | KTRD006 | 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. All other type of structures Volume-1, Item No.- 2.11h, Page No.- 18 | t | 82961.55 | 82961.55 | 4.17 | False | None | None | False | None | False | 345949.6635 | 0 | | 2954302 | 97638 | None | KTRD007 | 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 concrete 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(PWD Common Sr- 2023-24. Vol-3 . Page no:78. Item No: 8.54) | No | 9450.0 | 9450.0 | 2.0 | False | None | None | False | None | False | 18900.0 | 0 | | 2954303 | 97638 | None | KTRD008 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Common 2023-2024 PWD SR (Vol - 1) Item No. 1.9, P.No- 7 | Cum | 279.3 | 279.3 | 37.42 | False | None | None | False | None | False | 10451.406 | 0 | | 2954304 | 97638 | None | KTRD009 | Providing & fixing chorinated poly venyl chloride (CPVC) pipes, having thermal stablity for hot & cold water supply, including all CPVC plain and brass threaded fittings, i.e, fixing the pipe with clamp at 1.00 spacing .This includes jointing of pipes and fitting with one step CPVC solvent cement and the cost of cutting chases & making good the same including testing of joints complete as per direction of engineer in charge.( concealed work including cutting chases and making good the walls etc.,) 25mm OD Pipe Vol. II/ 13.33.3 | Mtr | 310.8 | 310.8 | 23.1 | False | None | None | False | None | False | 7179.48 | 0 | | 2954305 | 97638 | None | KTRD010 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work Volume-2, Item No.- 13.33.9, Page No.- 122 | Mtr | 2650.2 | 2650.2 | 213.0 | False | None | None | False | None | False | 564492.6 | 0 | | 2954306 | 97638 | None | KTRD011 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-1, Item No.- 2.4.2, Page No.- 16 | Cum | 8962.85 | 8962.85 | 49.95 | False | None | None | False | None | False | 447694.3575 | 0 | | 2954307 | 97638 | None | KTRD012 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7966.98 | 7966.98 | 25.8 | False | None | None | False | None | False | 205548.084 | 0 | | 2954308 | 97638 | None | KTRD013 | 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 uniform layers with Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Volume-3, Item No.- 4.17, Page No.- 26 | Cum | 2686.95 | 2686.95 | 222.75 | False | None | None | False | None | False | 598518.1125 | 0 | | 2954309 | 97638 | None | KTRD014 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Volume-3, Item No.- 6.8.1, Page No.- 51 | Sqm | 1121.4 | 1121.4 | 720.0 | False | None | None | False | None | False | 807408.0 | 0 | | 2954310 | 97638 | None | KTRD015 | Cast in Situ Cement Concrete M20 Kerb : Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 | Mtr | 250.95 | 250.95 | 960.0 | False | None | None | False | None | False | 240912.0 | 0 | | 2954311 | 97638 | None | KTRD016 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Up to 600mm Dia Volume-3, Item No.- 2.17 (ix) A, Page No.- 11 | Mtr | 1004.85 | 1004.85 | 6.0 | False | None | None | False | None | False | 6029.1 | 0 | | 2954312 | 97638 | None | KTRD017 | 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 Volume-1, Item No.- 2.4.3, Page No.- 16 | Cum | 7983.36 | 7983.36 | 1.5 | False | None | None | False | None | False | 11975.04 | 0 | | 2954313 | 97638 | None | KTRD018 | 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 | Cum | 110.25 | 110.25 | 201.0 | False | None | None | False | None | False | 22160.25 | 0 | | 2954314 | 97638 | None | KTRD019 | 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 Volume-3, Item No.- 3.6, Page No.- 17 | Cum | 517.65 | 517.65 | 325.94 | False | None | None | False | None | False | 168722.841 | 0 | | 2954315 | 97638 | None | KTRD020 | Granular Sub-Base A Plant Mix Method: Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Volume-3, Item No.- 4.1A(ii), Page No.- 23 | Cum | 2688.0 | 2688.0 | 150.75 | False | None | None | False | None | False | 405216.0 | 0 | | 2954316 | 97638 | None | KTRD021 | A. Prime Coat over WMM : Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Volume-3, Item No.- 5.1 A (i), Page No.- 31 | Sqm | 43.05 | 43.05 | 1005.0 | False | None | None | False | None | False | 43265.25 | 0 | | 2954317 | 97638 | None | KTRD022 | Bituminous Macadam Grading - I for traffic greater than 20 MSA :Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Volume-3, Item No.- 5.6(i)C, Page No.- 32 | Cum | 7835.1 | 7835.1 | 50.25 | False | None | None | False | None | False | 393713.775 | 0 | | 2954318 | 97638 | None | KTRD023 | Tack coat on Bituminous surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Volume-3, Item No.- 5.3.2, Page No.- 43 | Sqm | 12.6 | 12.6 | 1005.0 | False | None | None | False | None | False | 12663.0 | 0 | | 2954319 | 97638 | None | KTRD024 | A. Bituminous Concrete Grading I for traffic greater than20 MSA : Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Volume-3, Item No.- 5.14 A C, Page No.- 36 | Cum | 11157.3 | 11157.3 | 25.13 | False | None | None | False | None | False | 280382.949 | 0 | | 2954320 | 97638 | None | KTRD025 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work Volume-2, Item No.- 13.50.9, Page No.- 125 | Mtr | 976.5 | 976.5 | 274.0 | False | None | None | False | None | False | 267561.0 | 0 | | 2954321 | 97638 | None | KTRD026 | Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Volume-3, Item No.- 8.15, Page No.-67 | Sqm | 556.5 | 556.5 | 53.6 | False | None | None | False | None | False | 29828.4 | 0 |
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