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| 1 | SH : I : WIDENING |
| 2 | EARTH WORK |
| 3 | Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres |
| 4 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres |
| 5 | SH:- Preparation of Sub-grade |
| 6 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 7 | SH:- GSB |
| 8 | Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) |
| 9 | For Grading- I Materials |
| 10 | SH:- Interlocking Concrete Block |
| 11 | Filling in plinth with sand under floor including watering, ramming, consolidating and dressing complete. |
| 12 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge |
| 13 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern |
| 14 | Plain /Reinforcement cement concrete in Open Foundation as per drawing and Technical specification. D) PCC M25 |
| 15 | SH:- Slab Culvert 1.5 mtr span |
| 16 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 17 | Ordinary soil |
| 18 | Manual Means |
| 19 | upto 3 m depth |
| 20 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 21 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 22 | (b) Random rubble masonry |
| 23 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 24 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 25 | RCC Grade M20 |
| 26 | Using Concrete Mixer |
| 27 | For solid slab super-structure, 20-30% of (a+b+c) |
| 28 | Height upto 5m |
| 29 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 30 | Centering and shuttering including strutting proping etc.and removal of form work for:(b) Suspended floors, roofs, etc |
| 31 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. |
| 32 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 33 | A) Granular material |
| 34 | SH:- Slab Culvert 2.00 mtr span) |
| 35 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 36 | Ordinary soil |
| 37 | Manual Means |
| 38 | upto 3 m depth |
| 39 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 40 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 41 | (b) Random rubble masonry |
| 42 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 43 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 44 | RCC Grade M20 |
| 45 | Using Concrete Mixer |
| 46 | For solid slab super-structure, 20-30% of (a+b+c) |
| 47 | Height upto 5m |
| 48 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 49 | Centering and shuttering including strutting proping etc.and removal of form work for:(b) Suspended floors, roofs, etc |
| 50 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technicals |
| 51 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 52 | A) Granular material |
| 53 | SH: Pucca Side Drain |
| 54 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the exacation earth to the extent required and utilising the remaining earth locally for road work) |
| 55 | Ordinary soil |
| 56 | Manual Means |
| 57 | upto 3 m depth |
| 58 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 59 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in: |
| 60 | a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 61 | Centring and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 62 | 15 mm cement plaster 1 : 6 (1 cement : 6 fine sand) |
| 63 | ( SH: R/Wall 3.00 Height ) l =45 MTR |
| 64 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 65 | Ordinary soil |
| 66 | Manual Means |
| 67 | 3 m to 6 m depth |
| 68 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 69 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 70 | Random Rubble Masonry |
| 71 | Dry rubble Flooring |
| 72 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 73 | Granular material |
| 74 | ( SH: B/Wall 3.00 Height ) L= 40 mtr |
| 75 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) |
| 76 | Ordinary soil |
| 77 | Manual Means |
| 78 | 3 m to 6m depth |
| 79 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 80 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 81 | Random Rubble Masonry |
| 82 | Dry rubble Flooring |
| 83 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 84 | Granular material Please Enable Macros to View BoQ information |
