| 3881226 | 149044 | None | PageNo. 15 Item No.3.7 VOL 3 | 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 | 108.15 | 108.15 | 609.15 | False | None | None | False | None | False | 65879.5725 | 0 |
| 3881227 | 149044 | None | PageNo. 17 Item No.3.6 VOL 3 | Terrazyme with borrow soil material in the ratio 1L to 12.0 cum soil construction of 1 st layer of bio wnzyme based soil stabilised layer to a required thickness as per manufacture design with existing soil with CBR 6% and above/borrow soil material and treating with terrazyme in the ratio of 1l to 12 cum soil spreading in uniform layer with motor grader on prepared surface mixing by mix in mmplace method with rotovator at OMC in layers not exceeding 75mm and compacting with smooth wheel roller to achieve the desired densitycomplete as per technical specification including labour equipment etc complete as per the directions of engineer in charge of work except material like soil and metalTerrazyme with borrow soil material in the ratio 1L to 12.0 cum soil construction of 1 st layer of bio wnzyme based soil stabilised layer to a required thickness as per manufacture design with existing soil with CBR 6% and above/borrow soil material and treating with terrazyme in the ratio of 1l to 12 cum soil spreading in uniform layer with motor grader on prepared surface mixing by mix in mmplace method with rotovator at OMC in layers not exceeding 75mm and compacting with smooth wheel roller to achieve the desired densitycomplete as per technical specification including labour equipment etc complete as per the directions of engineer in charge of work except material like soil and metal | Cum | 1377.0 | 1377.0 | 304.58 | False | None | None | False | None | False | 419406.66 | 0 |
| 3881228 | 149044 | None | PageNo. 19 Item No.4.2( B ii) VOL 3 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (ii)For Grading -II Material | Cum | 2504.96 | 2504.96 | 304.58 | False | None | None | False | None | False | 762960.7168 | 0 |
| 3881229 | 149044 | None | PageNo. 26 Item No.4.17 VOL 3 | Wet Mix Macadam (Plant mix method)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 | 2635.77 | 2635.77 | 456.86 | False | None | None | False | None | False | 1204177.8822 | 0 |
| 3881230 | 149044 | None | PageNo. 17 Item No.3.6 VOL 3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 507.79 | 507.79 | 180.7 | False | None | None | False | None | False | 91757.653 | 0 |
| 3881231 | 149044 | None | PageNo. 31 Item No 5.1 VOL 3 | Prime Coat over WMM/WBM 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 0.70 kg/m2 using mechanical means | Sqm | 42.23 | 42.23 | 1965.0 | False | None | None | False | None | False | 82981.95 | 0 |
| 3881232 | 149044 | None | PageNo. 31 Item No 5.3 VOL 3 | 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/m 2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.36 | 12.36 | 1965.0 | False | None | None | False | None | False | 24287.4 | 0 |
| 3881233 | 149044 | None | PageNo. 32 Item No 5.6(i) C VOL 3 | 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 @ 3.3% 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 | 7685.86 | 7685.86 | 98.25 | False | None | None | False | None | False | 755135.745 | 0 |
| 3881234 | 149044 | None | PageNo. 43 Item No.5.31 VOL 3 | 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 paverfinisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 10456.56 | 10456.56 | 49.125 | False | None | None | False | None | False | 513678.51 | 0 |
| 3881235 | 149044 | None | PageNo.67 Item No.8.15 VOL 3 | 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. | Sqm | 545.9 | 545.9 | 104.8 | False | None | None | False | None | False | 57210.32 | 0 |
| 3881236 | 149044 | None | PageNo. 198 Item No 16.28.1 VOL -V | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth | Each | 8414.07 | 8414.07 | 4.0 | False | None | None | False | None | False | 33656.28 | 0 |
| 3881237 | 149044 | None | ITEM NO 1.17.1 PG NO 10 VOL 1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, 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. All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 29.57 | False | None | None | False | None | False | 7979.7602 | 0 |
| 3881238 | 149044 | None | PageNo. 120 Item No 10.14.10 VOL-V | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.90mm(weight of pipe -1.313 kg) | m | 265.74 | 265.74 | 53.0 | False | None | None | False | None | False | 14084.22 | 0 |
| 3881239 | 149044 | None | PageNo. 7 Item No 1.10 VOL.1 | 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 | 164.8 | 164.8 | 29.57 | False | None | None | False | None | False | 4873.136 | 0 |
| 3881240 | 149044 | None | PageNo. 121 Item No 10.15.1 VOL.V | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for | m | 21.63 | 21.63 | 20.0 | False | None | None | False | None | False | 432.6 | 0 |