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| 1 | Part A Pavement:\\"Earth work in surface excavation not exceeding 30 cm in depthbut exceeding 1.5 m in width as well as10 sqm on plan includingdisposal of excavated earth, leadupto50meterand lift upto 1.5m,as directed by Engineer-in-Charge. All kinds of soil Cheerkote From RD 0 TO 500m\\" |
| 2 | Providing and laying GSB Incl Spreading, compacting by 8-10 Ton road roller inluding carriage of same from source to site of work complete (as per MORTH IRC specifications) |
| 3 | Supply & stacking of Graded stone Aggregate At Site of size Range 63-45mm Crushed Aggregate including laying WBM with specified stone aggregate,stone screening and binding material including sorting ,spreading and consolidation with P.R.r Including All Carriages,leads and lifts.Base Course with 63-45mm size crushed Aggregate including 13.20mm stone screening/chipping |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 5 | Providing and applying Tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications on WBM @0.75 kg/ sqm |
| 6 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 7 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 8 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface incl. rolling and finishing with road all complete: |
| 9 | Part B: RCC CULVERTEarth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 500 meters and lift upto 1.5 m, All kinds of soil. |
| 10 | P/Laying of Nallah stone soling, handpacked in bed incl. all carriages complete |
| 11 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 nallah stone aggregate 40mm nominal size) of specified grade excluding the cost of centring and shuttering. |
| 12 | P/Laying in position Reinforced cement conc. Of specified grade M20 excl. the cost of centering and shuttering. All works up to plinth level 1:1.5:3 mix. Using crushed aggregates. |
| 13 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, and finishing . All works upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | Centring and shuttering including strutting, propping etc. and removal of form work A). for Foundations: footings, bases of columns etc. for mass concrete. |
| 15 | Centring and shuttering including strutting, propping etc. and removal of form work B). For Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 16 | Centring and shuttering including strutting, propping etc. and removal of form workC). for Suspended floors. |
| 17 | Reinforcement for RCC work excld. Strutting cutting bending,placing in position binding all complete TMT steel bars. |
| 18 | Supply and Filling of RBM incl. Compaction and carriage all complete. |
| 19 | P/F of Structural Steel Tubular Section of Required Size, Pattern and Design incl. Hoisting, fixing, Welding and Applying of Paint over Red-Oxide Primer 2 or more coats incl. all carriages involved complete. |
| 20 | Carraige of different materials .A) Stone Agg 20 km |
| 21 | Carraige of different materials .B) Sand from 40 km |
| 22 | Part C: Protection Work.Earth work in excavation by mechanical means in foundation trenches, drains, pipes and cables etc.(not exceeding 1.5 Mtr. In width or 10 SqMts on plan) including dressing of sides and ramming of bottoms, lift upt 1.5 Mtr. Including getting out excavated soil and disposal of surplus soil as directed and lead up to 50 Mtrs |
| 23 | Providing and laying dry stone soling including consolidation with hand packed)in foundation trenches and ramming incl. all leads lifts by manually/ machnically all complete. |
| 24 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 nallah stone aggregate 40mm nominal size) of specified grade excluding the cost of centring and shuttering. |
| 25 | Providing and laying in position cement concrete 1:3:6 grade (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) of specified grade excluding the cost of centring and shuttering.all complete |
| 26 | Centring and shuttering including strutting, propping etc. and removal of form work B). For Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 27 | carraige of materials by M.T incl. sand avg lead 40 KM |
| 28 | carraige of materials by M.T incl.stone agg above 40mm avg lead 20 KM |
| 29 | carraige of materials by M.T incl.stone agg 40mm below avg lead 20 KM |
| 30 | Part D: CC Drain.Earth work in excavation by mechanical means in foundation trenches, drains, pipes and cables etc.(not exceeding 1.5 Mtr. In width or 10 SqMts on plan) including dressing of sides and ramming of bottoms, lift upt 1.5 Mtr. Including getting out excavated soil and disposal of surplus soil as directed and lead up to 50 Mtrs |
| 31 | Providing and laying dry stone soling including consolidation with hand packed)in foundation trenches and ramming incl. all leads lifts by manually/ machnically all complete. |
| 32 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 nallah stone aggregate 40mm nominal size) of specified grade excluding the cost of centring and shuttering. |
| 33 | Providing and laying in position cement concrete 1:3:6 grade (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) of specified grade excluding the cost of centring and shuttering.all complete |
| 34 | Centring and shuttering including strutting, propping etc. and removal of form work A). for Foundations: footings, bases of columns etc. for mass concrete. |
| 35 | carraige of materials by M.T incl. sand avg lead 40 km |
| 36 | carraige of materials by M.T incl.stone agg below 40mm avg lead 20km |
| 37 | carraige of materials by M.T incl.stone agg above 40mm avg lead 20 km |
| 38 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 300 mm dia |
| 39 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 450 mm dia |
| 40 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 600 mm dia |
| 41 | Providing and laying of RCC spun Pipes in proper position/grade incuding earth work in excavation and backfilling the same as cushioning and including cost and carriage of all material from approved source to site of work, with all leads lifts, loading unloading, handling, re-handing complete job. The job incl. carriages and head loads from dumping site to working site at different spots as directed by Engineer In chargei. 900 mm dia |
| 42 | Hand packing stones in wire crates:incl cost of crates and stones,all carriage complete as per directions of Engineer incharge |
| 43 | Maintainance Part |
| 44 | 1st Year 10% |
| 45 | 2nd Year 15% |
| 46 | 3rd Year 20% |
| 47 | 4th Year 25% |
| 48 | 5th Year 30% Please Enable Macros to View BoQ information |
