1727077066000 | 1 | None | None | Other Works | CONSTRUCTION OF CC DRAIN, DECK SLAB, AND PAVER IN MAHARAJAPETE MAIN ROAD RIGHT SIDE FROM CHOWKIPETE ROAD TO HUBBALLI CHOUDAPPANAGALLI IN WARD NO 14 | 1602419.88 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4054695 | 157490 | 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(BY mechanical MEANS)(Lime Concrete, cement concrete grade M-15 and m-20) Vol-3 I no 2.7(l)(ii)(A) P No 10 | Cum | 754.95 | 754.95 | 44.57 | False | None | None | False | None | False | 33648.1215 | 0 | 4054696 | 157490 | None | 002 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. Vol-1 (P No 5 I no 1.4.1) | Cum | 254.1 | 254.1 | 153.36 | False | None | None | False | None | False | 38968.776 | 0 | 4054697 | 157490 | None | 003 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. complete for PVC pipes 75mm dia., 6 kg/sqcm & class3 Vol-5 I no 10.1.5 P No 113 | Rmtr | 231.0 | 231.0 | 70.0 | False | None | None | False | None | False | 16170.0 | 0 | 4054698 | 157490 | None | 004 | 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 ofmachinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8Using 40 mm nominal size graded crushed coarse aggregatesVol1(P NO-15 i no 2.1.2) | Cum | 5947.2 | 5947.2 | 24.6 | False | None | None | False | None | False | 146301.12 | 0 | 4054699 | 157490 | None | 005 | 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 (PWD SR 2023-24 Vol I I.No. 2.11h P.No.18) | Tonne | 82961.55 | 82961.55 | 3.62 | False | None | None | False | None | False | 300320.811 | 0 | 4054700 | 157490 | None | 006 | 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 (PWD SR 2023-24 Vol I I.No. 2.4.2 P.No.16)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 96.06 | False | None | None | False | None | False | 637756.749 | 0 | 4054701 | 157490 | None | 007 | Form work, centering, scaffolding recommendations of technical working group, rates for formwork shall be added on percentage basis in the finished concrete item rate.for foundation, substrcture of cross drainage, road consider 35% addendum-1 pg no 111 | Cum | 2323.7 | 2323.7 | 62.27 | False | None | None | False | None | False | 144696.799 | 0 | 4054702 | 157490 | None | 008 | 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.(PWD SR 2023-24 Vol I I.No. 1.9 P.No.7) | Cum | 279.3 | 279.3 | 67.2 | False | None | None | False | None | False | 18768.96 | 0 | 4054703 | 157490 | None | 009 | 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. Vol1(P NO-7 SL.NO.1.8 ) | Cum | 497.7 | 497.7 | 22.95 | False | None | None | False | None | False | 11422.215 | 0 | 4054704 | 157490 | None | 010 | 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.Vol-3 P NO 26 SL NO 4.17 | Cum | 2686.95 | 2686.95 | 22.95 | False | None | None | False | None | False | 61665.5025 | 0 | 4054705 | 157490 | None | 011 | 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))Vol-3 P NO 64 sl NO 6.8.2 | Sqm | 1169.0 | 1169.0 | 153.0 | False | None | None | False | None | False | 178857.0 | 0 | 4054706 | 157490 | None | 012 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Vol-3 I no 3.1 P No 17 | Cum | 89.25 | 89.25 | 86.16 | False | None | None | False | None | False | 7689.78 | 0 | 4054707 | 157490 | None | 013 | 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. Vol-3 P NO 151 SL NO 4 | No | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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