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| 1 | Construction of granuler sub-base by providing coarse graded Materal, greding one spreading in unifom layers with molor grader on prepared surface, mixing by mix in place method with rotavator at OM And compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 2 | Providing and laying dense graded bituminous macadam 50mm thick with higher capacity batch type HMP using crushed aggregate of specified grading premixed with bituminous binder @4.5% by weight of total mix filler transporting the hot mix transporting the hot mix to work site, laying with : ydrostatic paver finisher with sensor control to the required arade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achievo the compaction as par MoRTH specification clause No. 505 complete in all respects. |
| 3 | Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared primed surface bitumen surface cleaned with mechanical broom S.I.503 for B.C |
| 4 | Providing and laying bituminous concrete 25mm thic ith higher. capacity batch type hot mix plant using rushed aggregates of specified grading, premixed with bituminous binder @5.4. per cent of mix and filler, transporting the hol mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grede, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achleve the desired compaction as per MORTH specification clause No. 507 complete in all respect |
| 5 | Construction of gule 450mm Dia As per Drawing Atteched. |
| 6 | Providing and laying of hol appiled thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level, uniform and free from streak and holes. |
| 7 | Directon/Place/Information Sign with Size more than 0.90 Sqm Size Board etc. complete. As per morth-801(8.6). |
| 8 | Solar Power road marker (Bolar Studs)The solar studs shall be madeof Alumintum alloy and poly carbonate material whice shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested In accordance with ASTM D4280. Its colour may be white, red,yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirments of IP 65 in accordance with IS:12063:1987 category 2 for protection aganist waler ingress. The Dimensions of solar studs shall not be less than 100mm X 100mm X 10mm. it shall have super bright LEDs so as to provide long visibility from a Distance of more than 800m. Its Flashing rate shall nol be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of - 40°C to +55°C. Its life shall be not less than 3 years The rate shall Include all materials, labour, equipments, fabrication, transportation, erection, installation and Incidentals all Complete as per direction of the Enfigineer-in-Charge. As per morth-804(8.1). |
| 9 | E/W in surface excavation as per SoR 2.1 |
| 10 | Pronicing & Laying in position coment concreto of 1:6:12 (1 coment: 6 coarse sand :12 graded brick aggregate 40mm nominal size excluding the Cost of contering and shuttoring-All work up to plinth lovelas por Sor PND Sch. 273 |
| 11 | Providng & Laylna in position 111.6:3 (1 comont: 1.6 coarao sand : 3 graded Stone Aggregato 20mm nominal Size) of Reinforced cement concrete, excuding the cost of Contering, chuttering, finishing and reinforcemont - Ni work up to plinth lovol. ad por Dar 6.1.2 |
| 12 | Supply & binding of reinforce mênt siel in RCC Work ote all compl. As por DSR 2023 6.22.6 |
| 13 | Centering & shuttoring for R.C.C. work. Compielo. os por Sor 5.9.2 |
| 14 | Providing and laying of Intertocking concrote block paymant of grado M-30 14 hawing thickness 80mm and Including 25mm local dand cushlon bolow interlocking black a por drawing and lechnical apecification Clauso 1504 (Excluding G.S.B.). As por PWd Sor Ch. No. 17 Itom No.(16). Please Enable Macros to View BoQ information |
