1720422969000 | 0 | None | None | Roads | Construction of CC road and drain in sc colony kolatturu village at kolatturu GP t narasipura taluku (SC) | 1988268.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3477066 | 124249 | None | code01 | 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. In all kinds of soils Depth upto 1.5m | Cum | 285.56 | 285.56 | 47.7 | False | None | None | False | None | False | 13621.212 | 0 | 3477067 | 124249 | None | code02 | 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 1:4:8 Using
40 mm nominal size graded crushed coarse aggregates | Cum | 6683.51 | 6683.51 | 5.36 | False | None | None | False | None | False | 35823.6136 | 0 | 3477068 | 124249 | None | code03 | Providing and laying in position Reinforced cement concrete for all
Foundation works. The granite/trap/basalt crushed graded coarse aggregates
and fine aggregates as per relevant IS Codes machine mixed with super
plasticizers laid in finished layers, well compacted using needle vibrators,
including all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes, labour, Usage charges of machinery,
curing and all the 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 | 10015.19 | 10015.19 | 17.95 | False | None | None | False | None | False | 179772.6605 | 0 | 3477069 | 124249 | None | code04 | 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 | MT | 93232.98 | 93232.98 | 3.047 | False | None | None | False | None | False | 284080.89006 | 0 | 3477070 | 124249 | None | code05 | 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 | 123.89 | 123.89 | 145.35 | False | None | None | False | None | False | 18007.4115 | 0 | 3477071 | 124249 | None | code06 | 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 | 559.31 | 559.31 | 121.12 | False | None | None | False | None | False | 67743.6272 | 0 | 3477072 | 124249 | None | code07 | 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. | Cum | 3019.62 | 3019.62 | 96.9 | False | None | None | False | None | False | 292601.178 | 0 | 3477073 | 124249 | None | code08 | 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 the directions of the Engineer-in-charge of the work. | Cum | 7521.32 | 7521.32 | 144.35 | False | None | None | False | None | False | 1085702.542 | 0 | 3477074 | 124249 | None | code09 | Supplying 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. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 | Rmtr | 189.98 | 189.98 | 30.0 | False | None | None | False | None | False | 5699.4 | 0 | 3477075 | 124249 | None | code10 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Nos | 1475.0 | 1475.0 | 2.0 | False | None | None | False | None | False | 2950.0 | 0 | 3477076 | 124249 | None | code11 | Supplying 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. for: PVC pipes 25mm dia, 10 kg/sqcm & class 5 | Rmtr | 56.64 | 56.64 | 40.0 | False | None | None | False | None | False | 2265.6 | 0 |
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