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| 1 | SH :- Earthwork in formation widening and unlined surface drain. |
| 2 | a) Excavation in Hilly Area Soil with Dozer with lead upto 1000 meters (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 3 | b) Excavation in Hilly Area Ordinary Rock with Dozer with lead upto 1000 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 4 | a) Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 1001 to 1009. Excavated material to be used in embankment at site within a lead of 1000 meters.) |
| 5 | b) Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) by Mechanical means |
| 6 | SH: GSB |
| 7 | Providing laying and compacting Granular Base/Sub base according to lines, grades and cross sections by using naturally occurred Sand Gravel/confirming to IRC-Grd-II of MOST specification free from organic or other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8 -10 tonnes capacity in layers not exceeding 150 mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in-charge. |
| 8 | SH: Construction of 1m span RCC Slab Culvert |
| 9 | 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 with approved material. a) Mechanical Means (Depth upto 3m) |
| 10 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixwd, placed in foundation and compacted by vibration including curing for 14 days) |
| 11 | Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in superstructure upto 4 m above, 1.5 m from bed/ground level i/c formwork. |
| 12 | Reinforced Cement Concrete M-20 mix with stone aggregate20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 13 | Reinforced Cement Concrete mix with stone aggregate20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position. i) M-30 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 15 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification |
| 16 | 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 face. Complete as per drawing and Technical specifications |
| 17 | SH:Construction of 1.5 m span RCC Slab Culvert |
| 18 | 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 with approved material. a) Mechanical Means (Depth upto 3m) |
| 19 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixwd, placed in foundation and compacted by vibration including curing for 14 days) |
| 20 | Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in superstructure upto 4 m above, 1.5 m from bed/ground level i/c formwork. |
| 21 | Reinforced Cement Concrete M-20 mix with stone aggregate20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 22 | Reinforced Cement Concrete mix with stone aggregate20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position. i) M-30 |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 24 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification |
| 25 | 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 face. Complete as per drawing and Technical specifications |
| 26 | SH: Construction of 6.00 m span RCC Slab Culvert. |
| 27 | 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 with approved material. a) Mechanical Means (Depth upto 3m) |
| 28 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixwd, placed in foundation and compacted by vibration including curing for 14 days) |
| 29 | Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in superstructure upto 4 m above, 1.5 m from bed/ground level i/c formwork. |
| 30 | Reinforced Cement Concrete M-20 mix with stone aggregate20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 31 | Reinforced Cement Concrete mix with stone aggregate20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position. i) M-30 |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 33 | Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification |
| 34 | 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 face. Complete as per drawing and Technical specifications |
| 35 | SH: Construction of Retaining wall of 4.0 m height |
| 36 | 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 i) Ordinary Soil a) Mechanical Means (Depth upto 3 m) |
| 37 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level. |
| 38 | Stone masonry work in cement mortar 1:3 for superstructure complete as per drawing and Technical Specificationa) Random rubble Masonry |
| 39 | Providing and laying of filter media with granular materials/stone crushed sggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical spefications. |
| 40 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications |
| 41 | SH: Construction of Retaining wall of 2.0 m height |
| 42 | 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 i) Ordinary Soil a) Mechanical Means (Depth upto 3 m) |
| 43 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level. |
| 44 | Stone masonry work in cement mortar 1:3 for superstructure complete as per drawing and Technical Specificationa) Random rubble Masonry |
| 45 | Providing and laying of filter media with granular materials/stone crushed sggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical spefications. |
| 46 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications |
