| 1 | 1 | E/W in excavation in foundation in ordinary soil. | BI01010001010000000000000515BI0100001113 | 45.9 | cum |
|---|
| 2 | 2 | E/W in filling in ordinary soil by carted earth beyond 5kms extra lead from site SI 253(a)+261b+5km cartage. | BI01010001010000000000000515BI0100001114 | 306 | cum |
|---|
| 3 | 3 | Laying of brick solling laid brick on edge with 1st class brick SI 763 | BI01010001010000000000000515BI0100001115 | 1020 | sqm |
|---|
| 4 | 4 | Conc. With 40mm gauge b/b.f. sand & cement in prop. 12:6:1 SI 273 | BI01010001010000000000000515BI0100001116 | 15.3 | cum |
|---|
| 5 | 5 | M-150 brick work in 1:4 with cement f.sand mortar SI 305 | BI01010001010000000000000515BI0100001117 | 39.02 | cum |
|---|
| 6 | 6 | 12mm thick plaster in 1:4 with cement f.sand mortar SI 584 | BI01010001010000000000000515BI0100001118 | 153 | sqm |
|---|
| 7 | 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | BI01010001010000000000000515BI0100001119 | 34.31 | cum |
|---|
| 8 | 8 | C.C. 1:2:4 with cement c.sand & stone grit SI 279(a) | BI01010001010000000000000515BI0100001120 | 7.33 | cum |
|---|
| 9 | 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specificaton clause 502 | BI01010001010000000000000515BI0100001121 | 777.75 | sqm |
|---|
| 10 | 10 | Providing and laying dense graded 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 Bitumen (VG-30) @ 4.5 per cent by weight of total 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. | BI01010001010000000000000515BI0100001122 | 38.89 | cum |
|---|
| 11 | 11 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared bituminous 5surface with hydralic broom as per technical specificaton clause 503. | BI01010001010000000000000515BI0100001123 | 777.75 | sqm |
|---|
| 12 | 12 | Providing and laying bituminous concrete with 100 TPH batch type HMP producing an average output of 100 tonnes per hour using crushed aggregates of specified grading, premixed with Bitumen (VG-30) @ 5.4 per cent 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. 508 complete in all respects | BI01010001010000000000000515BI0100001125 | 23.33 | cum |
|---|
