|
| 1 | Construction of RCC Cross Culvert: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 |
| 2 | Excavation for structures(Earthwork in excavation of foundation of structure 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 bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth |
| 3 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per technical Specification Clause 302.3.11 |
| 4 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 5 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203(A) With crushed Stone.. |
| 6 | Supplying, fitting and placing TMT bar reinforcement bar insub structure complete as per drawings and technical specifications. |
| 7 | Plain/reinforced cement concrete , in sub-structure complete as per drawing and technical specification Clauses 802 , 804 , 805 , 806,807,1202 and 1204. A Crushed Stone IV) RCC M25 i) for height upto 5m |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe complete as per drawing and technical specifications. |
| 9 | Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification (B) sandy materials. |
| 10 | Construction of RCC Load Bearing Drain :Excavation for structures(Earthwork in excavation of foundation of structure 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 bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth (without dewatering) |
| 11 | Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 12 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 13 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203(A) With crushed Stone. |
| 14 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) infoundation complete as per drawings and technical specifications Clauses1000 and 1202 |
| 15 | Plain/reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork (E )RCC Grade M20 ( a) Height upto 5 m Case I using concrete mixer. Raff, wall , slab. |
| 16 | Providing weep holes in brick masonry/Plain/Reinforced concrete abutment , wing wall / return wall with 100 mm dia AC pipe Complete as per drawing and technical specification. |
| 17 | Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification (B) sandy materials. |
| 18 | Dismantling of cement concrete pavements by mechanical means using pneumatictoolsbreakingtopiecesnotexceeding0.02cuminvolumeandstock pilingatdesignatedlocationsanddisposalofdismantledmaterialsuptoaleadof 1000 m, stacking serviceable and unserviceable materials separately |
| 19 | Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 |
| 21 | Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage |
| 22 | Providing reflective pavement marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRTH\"s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 23 | Providing and fixing of retro-reflectorised cautionary , mandatory and informatory sign as per IRC:67made of encapsulated lens type refelctive sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mmx 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm , 600 mm below ground level as per approved drawing and technical specification clause 801.ii.600 mm equilateral triangle . |
| 24 | iii) 600 mm circular |
