| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1721990193000 | 0 | None | None | Other Works | SLF Sqm | 4394488.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3629437 | 131959 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Sqm | 15.75 | 15.75 | 3000.0 | False | None | None | False | None | False | 47250.0 | 0 | | 3629438 | 131959 | None | code02 | 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.(Page No.37, V-I ,I.No. 1.12) | Cum | 99.75 | 99.75 | 6311.455 | False | None | None | False | None | False | 629567.63625 | 0 | | 3629439 | 131959 | None | code03 | Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 | Cum | 497.7 | 497.7 | 1155.5 | False | None | None | False | None | False | 575092.35 | 0 | | 3629440 | 131959 | None | code04 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. | Cum | 117.6 | 117.6 | 85.8 | False | None | None | False | None | False | 10090.08 | 0 | | 3629441 | 131959 | None | code05 | Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of 25 MPa (as per ASTM D 412) elongation of 500 (as per ASTM D 412), puncture resistance of1000N (as per ASTM E 154) peel adhesion to concrete 1200N (as per ASTM D 903), hydrostatic head resistance 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedges and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self adhesive polymer layer, etc, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 635.25 | 635.25 | 2811.6 | False | None | None | False | None | False | 1786068.9 | 0 | | 3629442 | 131959 | None | code06 | KSRRB M400-14.1. Providing, laying, spreading and compacting cushed stone aggregates of granite / trap / basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3- wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per Specification. A. Crushable type such as Moorum or Gravel for grading II Providing and laying ,spreading of crushed stone aggregaetes of specific sizes 1)40mm downsize 2)Mazdoor heavy | Cum | 1823.03 | 1823.03 | 180.0 | False | None | None | False | None | False | 328145.4 | 0 | | 3629443 | 131959 | None | code07 | 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 110mm dia., 6 kg/sqcm & class | Rmtr | 431.55 | 431.55 | 320.0 | False | None | None | False | None | False | 138096.0 | 0 | | 3629444 | 131959 | None | code08 | 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 160mm dia., 6 kg/sqcm & class 3 | Rmtr | 648.9 | 648.9 | 60.0 | False | None | None | False | None | False | 38934.0 | 0 | | 3629445 | 131959 | None | code09 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying
and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 PWD Common SR 2023-24 Volume 3 (P No: 25 G-2 I.No:4.13(ii) | Cum | 2886.45 | 2886.45 | 176.1749 | False | None | None | False | None | False | 508520.040105 | 0 | | 3629446 | 131959 | None | code10 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom PWD Common SR 2021-22 Volume 3 (P No:145 I.No:21 A 4) | Cum | 16.8 | 16.8 | 1174.5 | False | None | None | False | None | False | 19731.6 | 0 | | 3629447 | 131959 | None | code11 | 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. PWD Common SR 2023-24 Volume 3 (P No:43 I.No:5.31) | Cum | 10659.6 | 10659.6 | 29.3625 | False | None | None | False | None | False | 312992.505 | 0 |
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