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| 1 | Demolishing reinforced cement concrete Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. |
| 2 | E/W in Excavation in foundation in ordinary soil etc all complete as the direction of engineer in charge. |
| 3 | Disposal of refused material lead up to 8 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge. |
| 4 | S/L Concrete (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials,labour,tools, & plant etc all completed as per the direction of engineer - in - charge. |
| 5 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge. |
| 6 | S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge. |
| 7 | S/S of 22.4-53mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge |
| 8 | Consoliadtion of stone ballast. |
| 9 | Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR |
| 10 | Providing and laying dence grade bituminous macdam with HMP.producing and average output of 75 tonnes per hour using crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. RMR |
| 11 | Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR |
| 12 | Providing and laying bituminous concrete with HMP. crushed aggregate from approved quarry of specified grading premixed with bituminous binder(VG-30)@5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrestatic paver finisher to the required grade,level alignment,rolling with smooth wheeled vibratory and tandern rollers to achieve the desired compaction. RMR |
| 13 | P/L of hot applied thermoplastic compund 2.5 mm thick including reflectorising glass leads @ 250 gms per sqm 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 streaks and holes.RMR |
| 14 | Reflective Raised Pavement Markers ( Cat Eye / Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be moulded from ASA ( Acrylic Styrene Acrylonitrite or HIPS ( High - Imoact Polystyrene ) or Acrylonitrite Butadien Styrene ( ABS ) Suggestivor Any other suitable material approved by the Engineer . The Marker shall 8 support a load of 13,635 kg tested in accordance with ASTM D4280 . The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face . Lenses shall be mouled of methyl metheinstallation and incidentals all complete as per direction of the Engineer - in - Charge S.I N0- 22.5 SOR 2022 |
| 15 | Supply & laying 80mm thick precase cement concrete i-sape interlocking paver block (Grey color) with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacture from rubber moulds through vibro-compression mechanism, the compressive strength of concrete paver block shall not be less than 30mpa (M-30) and weight 5kg. per no. 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 AR |
| 16 | M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work S.I No 305(a) SOR-2022 |
| 17 | P.c.c in 1:2:4 with 2 cm gauge stone grit of instead of 4 cm gauge stone ballast etc all complete.S.I No 279 (a)SOR 2022 |
| 18 | GST Please Enable Macros to View BoQ information |
