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| 1 | Item Code [2022 WMM 4.12]:Item Type [Other] :: 2022 4.12 WMM Wet Mix Macadam (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 2 | Item Code [2022 3.6 ew]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) |
| 3 | Item Code [2022 3.8 earthen shoulder]:Item Type [road] :: Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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) |
| 4 | Item Code [2022 5.1 i Primer coat]:Item Type [road] :: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity ) |
| 5 | Item Code [2022 5.2 i tack coat ]:Item Type [building] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 6 | Item Code [2022 5.2 iii]:Item Type [building] :: Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer &cleaned with Hydraulic broom as per Technical Specification Clause 50 |
| 7 | Item Code [2022 5.3 BM]:Item Type [road] :: Sub Item Code [2022 5.3 BM + B (ii)]: Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder 3.3 %, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) VG - 30 for Grading II (19 mm nominal size) |
| 8 | Item Code [2022 5.8 BC]:Item Type [road] :: Sub Item Code [2022 5.8 BC + B (i)]: Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) VG - 30 for Grading-I ( 13 mm nominal size ) |
| 9 | Item Code [2022 dbm 5.6.2]:Item Type [road] :: Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)VG - 30 for GradingII(19 mm nominal size) |
| 10 | Item Code [2025 road 4.9 CRM]:Item Type [road] :: Crusher Run Macadam BaseProviding crushed run stone aggregate greadingc onforming to table 400-14 depositing on aprepared surface by hau ling vehicles , spreading and mixing with amotor grader , watering and compacting with a three whee l80 - 100 kN static roller as per MoRTH Specification Clause 407 to for ma layer of sub - base / base By .mixing plant method With 53 mm maximum size of aggregates |
| 11 | Item Code [BSR2022road 4.2(I)]:Item Type [road] :: Granular Sub-Base with Coarse Graded Material ( Table:- 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on preparedsurface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401).for grading- I Material Please Enable Macros to View BoQ information |
