| 1727346158000 | 0 | None | None | Water supply/sewage lines | Work of providing and laying of 300mm dia RCC NP3 line inplace of damaged/silted 225mm dia SW line with construction of new manholes and reconstruction of damaged manholes From 8th Cross, Vasanthnagar to linking 8th A Cross coming under HGR S/stn of AEEC-1-1 sub-dvn | 1609955.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4083904 | 158962 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials
separatel a. Bituminous cours | Cum | 322.0 | 322.0 | 48.39 | False | None | None | False | None | False | 15581.58 | 0 | | 4083905 | 158962 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical pecifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. 0 to 1.5mtrs depth | Cum | 262.0 | 262.0 | 241.95 | False | None | None | False | None | False | 63390.9 | 0 | | 4083906 | 158962 | None | code03 | 1.50 - 3.00 mtrs depth | Cum | 331.0 | 331.0 | 111.59 | False | None | None | False | None | False | 36936.29 | 0 | | 4083907 | 158962 | None | code04 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 class pipe of 300mm dia | Mtr | 1332.0 | 1332.0 | 201.4 | False | None | None | False | None | False | 268264.8 | 0 | | 4083908 | 158962 | None | code05 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes,
including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow
direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. For 1.2m dia Machinehole: 1.00mtr depth | Nos | 43822.0 | 43822.0 | 1.0 | False | None | None | False | None | False | 43822.0 | 0 | | 4083909 | 158962 | None | code06 | Additional depth 1.00-2.00mtr | Unit | 1209.11 | 1209.11 | 9.0 | False | None | None | False | None | False | 10881.99 | 0 | | 4083910 | 158962 | None | code07 | 2.00mtr depth | Nos | 61322.0 | 61322.0 | 8.0 | False | None | None | False | None | False | 490576.0 | 0 | | 4083911 | 158962 | None | code08 | Additional depth 2.00-3.00mtr | Unit | 1716.6 | 1716.6 | 8.0 | False | None | None | False | None | False | 13732.8 | 0 | | 4083912 | 158962 | None | code09 | 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 | Cum | 160.0 | 160.0 | 303.06 | False | None | None | False | None | False | 48489.6 | 0 | | 4083913 | 158962 | None | code10 | 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 | 2559.0 | 2559.0 | 48.39 | False | None | None | False | None | False | 123830.01 | 0 | | 4083914 | 158962 | None | code11 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means | Sqm | 53.0 | 53.0 | 201.4 | False | None | None | False | None | False | 10674.2 | 0 | | 4083915 | 158962 | None | code12 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type 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 | Cum | 7536.0 | 7536.0 | 20.14 | False | None | None | False | None | False | 151775.04 | 0 | | 4083916 | 158962 | None | code13 | 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. Tack coat on Bituminous surface | Sqm | 12.0 | 12.0 | 201.4 | False | None | None | False | None | False | 2416.8 | 0 | | 4083917 | 158962 | None | code14 | Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent 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 | Cum | 10705.0 | 10705.0 | 16.11 | False | None | None | False | None | False | 172457.55 | 0 | | 4083918 | 158962 | None | code15 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110MM DIA | Nos | 8134.0 | 8134.0 | 15.0 | False | None | None | False | None | False | 122010.0 | 0 | | 4083919 | 158962 | None | code16 | 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. PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 411.0 | 411.0 | 75.0 | False | None | None | False | None | False | 30825.0 | 0 | | 4083920 | 158962 | None | code17 | Removal of unserviceable soil with desposal upto a suitable distance as directed by the engineer incharge ofr work: | Cum | 85.0 | 85.0 | 50.48 | False | None | None | False | None | False | 4290.8 | 0 |
|