|
| 1 | ROAD WORKExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification |
| 2 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section,-401. for Repair work. |
| 3 | Providing and laying spreading and compacting graded stone agreegatge 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 layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density (MORT&H) SPECIFICATION N0 406 . |
| 4 | Providing and applying primer coat with 60/70bitumen emulsion on prepared surface of granuler base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and T&P etc required to proper completion of the work as per Morth clause 502. |
| 5 | Providing & laying Dense Graded bituminous macadam with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30), @ 4.0 to 4.5 % weight of total mix and filler transporting the hot mix to work site, Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-507 (VG-30). |
| 6 | Providing & applying tack coat with VG 10 bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg/ sqm on the prepared bituminous/granular surface cleaned with mechnical broom.including supply of all materials, labour and T&P etc required to proper completion of the work as per Morth clause 503. |
| 7 | Providing and laying semi dense bituminous concrete 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 of VG-30 @ 5 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 complete in all respect. (MORT&H Specification No. 508). |
| 8 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpa (M-40) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. |
| 9 | Providing and laying of cement concrete in 1:2:4 (1 cement 2 C.sand 4 20mm stone grit) including supply of all materials labour T&P etc.complete with form work as per direction by E/I. |
| 10 | Brick edging on both side of road of 1st class bricks 8cm wide and 12cm. deep laid including Supply of all material labour, T&P etc. finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by E/I. |
| 11 | Dismentaling of RCC ramp or cement concrete and including stacking of materials as directed by the E/I with disposal of dismentaling materials in a distance of 5 km.). |
| 12 | Separation membrane of impermeable plastic sheeting 125micron thick |
| 13 | Providing and laying in position bitumien hot sealing compound on expeansion joints etc including making expention joint complete with respect as per direction of E/I |
| 14 | Providing and laying design mix cement concrete of M-30 grade in roads/taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel form work with sturdy M-S- channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately)- Note:-Cement content considered in M-30 is @ 340 kg/cum- Excess/less cement used as per design mix is payable/ recoveriable separately. |
| 15 | Supply and fixing of stone kerb at one side of central verge including making proper alignment of central verge, required earth work in cutting/ Filling, laying 5cm. thick & 30cm. wide cement concrete in 1:6:12 (1cement, 6 fine sand & 12 brick ballast), leveling of stone kerb with 1:3 cement & coarse sand mortar, jointing each stone kerb properly with 1:3 cement & coarse sand mortar & making Groove as per direction of E/I & also including One coat superior synthetic enamel paint of approved make & colour over one priming coat as per direction of E/I i/c supply of all material, labour T&P etc. compete. |
| 16 | P/L beep hole in RCC wall with 75mm dia PVC pipe and MS grating fixed as per direction of E/I. |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 grms 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 streaks and holes. |
| 18 | Supply and fixing of pavement marker (cat eye) type X -ASTMD 4956 04 avey dennison / 3 - M (USA make) consisting of ASA plastic housing fitted with lightly adherent ploting compound. The housing cell contain prismatic two glass covered presmatic reflective fase to reflect incident light. |
| 19 | Maintenance of Earth Shoulder(stripping excess soil) assuming average depth of stripping as 75mm, Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. |
| 20 | Scartying the existing road surface and disposal of scarifed material as per direction of E/I |
| 21 | DRAIN WORKEarth work in excavation in ordinary soil (loam, day or sand) i/c lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavaled earth in to the trenches or into the side of foundation trenches or into the plinth and removal and disposal of surplus earth as per direction by E/I. |
| 22 | Providing and laying of cement concrete in 1:6:12 (1 cement 6 C.sand 12 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I. |
| 23 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and including necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. |
| 24 | M..S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work. |
| 25 | P/L of Shuttring, centering including struting propiping etc and removal of form for slabs. |
| 26 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work & as per direction by E/I. |
| 27 | 12mm thick plaster in 1:6 cement and coarse sand (F.M. 1.50 - 1.75 ) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth No extra for mixing any additive. |
| 28 | Disposal of surplus earth including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 10 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. Please Enable Macros to View BoQ information |
