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| 1 | Jungle Clearance |
| 2 | Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)By Manual Means:- In area of thorny jungleB In area of thorny jungle |
| 3 | SH : FORMATION CUTTING formation cutting |
| 4 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 5 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 6 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)(A )Mechanised |
| 7 | SH : KUTCHA DRAIN formation cutting |
| 8 | 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 |
| 9 | SH : CD WORK RR Slab Culvert |
| 10 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Manual Means (iv) Hard rock ( blasting prohibited )A Mechanical Means |
| 11 | 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.) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20, Height upto 5m |
| 13 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For T-beam & slab,25-35% of (a+b+c) Height upto 5m |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specificationa.Square Rubble Coursed rubble masonry(first sort) |
| 16 | b. Random Rubble Masonry |
| 17 | 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 specifications |
| 18 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 19 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification (B) Sandy material |
