| 1709206809000 | 0 | None | None | Roads | DEVELOPMENT OF SELECTED ROADS, CONSTRUCTION OF CC DRAINS AND DEVELOPMENT OF CHANNAIAH PARK AT WARD NO. 26 IN CMC MANDYA. | 8466886.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2862198 | 93064 | None | code02 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (I.No.4.27P.No.24, Vol-III) | Cum | 2635.77 | 2635.77 | 142.55 | False | None | None | False | None | False | 375729.0135 | 0 | | 2862199 | 93064 | None | code01 | 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. (I.No.3.7P.No.15, Vol-III) | Cum | 108.15 | 108.15 | 208.31 | False | None | None | False | None | False | 22528.7265 | 0 | | 2862200 | 93064 | None | code03 | Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (I.No.5.1P.No.29, Vol-III) | Sqm | 42.23 | 42.23 | 370.0 | False | None | None | False | None | False | 15625.1 | 0 | | 2862201 | 93064 | None | code04 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (I.No.5.3P.No.29, Vol-III) | Sqm | 12.36 | 12.36 | 4032.25 | False | None | None | False | None | False | 49838.61 | 0 | | 2862202 | 93064 | None | code05 | 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 @ 3.4% 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 (I.No.5.8cP.No.31, Vol-III) | Cum | 7890.83 | 7890.83 | 201.21 | False | None | None | False | None | False | 1587713.9043 | 0 | | 2862203 | 93064 | None | code06 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (I.No.21a1P.No.145, Vol-III) | Cum | 10456.56 | 10456.56 | 100.61 | False | None | None | False | None | False | 1052034.5016 | 0 | | 2862204 | 93064 | None | code07 | Road Marking with Hot Applied Thermoplastic Compound with 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. (I.No.8.15P.No.57, Vol-III) | Sqm | 545.9 | 545.9 | 184.4 | False | None | None | False | None | False | 100663.96 | 0 | | 2862205 | 93064 | 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. | Cum | 488.22 | 488.22 | 181.4 | False | None | None | False | None | False | 88563.108 | 0 | | 2862206 | 93064 | None | code09 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Cum | 1195.83 | 1195.83 | 262.3 | False | None | None | False | None | False | 313666.209 | 0 | | 2862207 | 93064 | None | code10 | 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 | Cum | 249.26 | 249.26 | 59.04 | False | None | None | False | None | False | 14716.3104 | 0 | | 2862208 | 93064 | None | code11 | 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 39.23 | False | None | None | False | None | False | 241996.9241 | 0 | | 2862209 | 93064 | None | code12 | 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8219.9 | 8219.9 | 20.0 | False | None | None | False | None | False | 164398.0 | 0 | | 2862210 | 93064 | None | code13 | Providing and laying in position Reinforced 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregate | Cum | 6828.9 | 6828.9 | 2.0 | False | None | None | False | None | False | 13657.8 | 0 | | 2862211 | 93064 | None | code14 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Tonne | 81381.33 | 81381.33 | 3.917 | False | None | None | False | None | False | 318770.66961 | 0 | | 2862212 | 93064 | None | code15 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 87.55 | 87.55 | 11.81 | False | None | None | False | None | False | 1033.9655 | 0 | | 2862213 | 93064 | None | code16 | 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. | Cum | 273.98 | 273.98 | 41.33 | False | None | None | False | None | False | 11323.5934 | 0 | | 2862214 | 93064 | None | code17 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) | Sqm | 1195.83 | 1195.83 | 318.0 | False | None | None | False | None | False | 380273.94 | 0 | | 2862215 | 93064 | None | code18 | 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. (I NO 19.10.1 VOL 2 PWD SR 2023-24) | Cum | 1031.03 | 1031.03 | 16.2 | False | None | None | False | None | False | 16702.686 | 0 | | 2862216 | 93064 | None | code19 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and suchsimillar 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.(I NO 1.4 VOL 1 PWD SR 2023-24) | Cum | 249.26 | 249.26 | 31.455 | False | None | None | False | None | False | 7840.4733 | 0 | | 2862217 | 93064 | None | code20 | 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(I NO 2.4.2 VOL 1 PWD SR 2023-24) | Cum | 6512.69 | 6512.69 | 32.0871 | False | None | None | False | None | False | 208973.335299 | 0 | | 2862218 | 93064 | None | code21 | 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 specificationsM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (I NO 2.5.1 VOL 1 PWD SR 2023-24) | Cum | 6828.9 | 6828.9 | 8.892 | False | None | None | False | None | False | 60722.5788 | 0 | | 2862219 | 93064 | None | code22 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(I NO 5.4 VOL 1 PWD SR 2023-24) | Cum | 7033.71 | 7033.71 | 36.09 | False | None | None | False | None | False | 253846.5939 | 0 | | 2862220 | 93064 | None | code23 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (I NO 8.19.1 VOL 1 PWD SR 2023-24) | Cum | 262.65 | 262.65 | 67.1 | False | None | None | False | None | False | 17623.815 | 0 | | 2862221 | 93064 | None | code24 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (I NO 20.12 VOL 2 PWD SR 2023-24) | Cum | 51.5 | 51.5 | 265.0 | False | None | None | False | None | False | 13647.5 | 0 | | 2862222 | 93064 | None | code25 | Percentage Additionalities for Formwork,Centering & Scaffolding(Page - 111) vol 1 pwd s r 2023-24 | Cum | 3256.34 | 3256.34 | 24.285 | False | None | None | False | None | False | 79080.2169 | 0 | | 2862223 | 93064 | None | code26 | 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. | Cum | 273.98 | 273.98 | 22.018 | False | None | None | False | None | False | 6032.49164 | 0 | | 2862224 | 93064 | None | code27 | Filling approved earth (excluding rock) in trenches,plinth, sides of foundations and other similar works etc.in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m(I NO 1.11 VOL 1 PWD SR 2023-24) | Cum | 445.99 | 445.99 | 23.25 | False | None | None | False | None | False | 10369.2675 | 0 | | 2862225 | 93064 | None | code28 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.(I NO 4.1 VOL 2 PWD SR 2023-24) | Cum | 121.54 | 121.54 | 20.0 | False | None | None | False | None | False | 2430.8 | 0 | | 2862226 | 93064 | None | code29 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1cement : 6 coarse sand) including cost of all materials, labour, scaffoldingand usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(I NO 6.2 VOL 2 PWD SR 2023-24) | Cum | 8217.34 | 8217.34 | 1.242 | False | None | None | False | None | False | 10205.93628 | 0 | | 2862227 | 93064 | None | code30 | 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 (1cement : 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.(I NO 8.8 VOL 2 PWD SR 2023-24) | Cum | 382.13 | 382.13 | 21.08 | False | None | None | False | None | False | 8055.3004 | 0 | | 2862228 | 93064 | None | code31 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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..(I NO 8.3 VOL 2 PWD SR 2023-24) | Cum | 179.22 | 179.22 | 319.3564 | False | None | None | False | None | False | 57235.054008 | 0 | | 2862229 | 93064 | None | code32 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge .(I NO 9.23 VOL 2 PWD SR 2023-24) | Cum | 2539.98 | 2539.98 | 26.8 | False | None | None | False | None | False | 68071.464 | 0 | | 2862230 | 93064 | None | code33 | Dismantling steel work in built up sections in angles, tees, flats and chan nels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge..(I NO 19.18 VOL 2 PWD SR 2023-24) | Cum | 4.12 | 4.12 | 29.16 | False | None | None | False | None | False | 120.1392 | 0 | | 2862231 | 93064 | None | code34 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge..(Page No.84 , Item No.11.16.3 of KPWD Vol-2 SR 2023-24) | Sqm | 126.41 | 126.41 | 5400.0 | False | None | None | False | None | False | 682614.0 | 0 | | 2862232 | 93064 | None | code35 | 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.(I NO 11.25.2 VOL 2 PWD SR 2023-24) | Kg | 140.08 | 140.08 | 15679.37 | False | None | None | False | None | False | 2196366.1496 | 0 | | 2862233 | 93064 | None | code36 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(I NO 8.51 VOL 2 PWD SR 2023-24) | Cum | 103.0 | 103.0 | 45.0 | False | None | None | False | None | False | 4635.0 | 0 | | 2862234 | 93064 | None | code37 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings 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.(I NO 8.10 VOL 2 PWD SR 2023-24) | Cum | 217.33 | 217.33 | 45.0 | False | None | None | False | None | False | 9779.85 | 0 |
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