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| 1 | Excavation in Hilly Area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of side slopes and disposal of cut material with a lift upto allleadand liftas per Technical Specification Clause 1603.2. |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means. |
| 3 | Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granularbaseincludingcleaning og road surfaceand sprayingprimer at the rate of 1.0 kg /sqm. usingmechanical means as perTechnical Specification Clause 502 |
| 4 | Providing and laying bituminous concrete with 80-100 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the required grade, level and alingment , rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 509 complete in all respects. |
| 5 | Providing and laying hot applied thermoplastic compound 2.5 mm thick including refectorising glass beads @ 250gms sqmt. Area thickness of 2.5mm is inclusive of surface applied glass beads as per I R C : 35. The finished surface to be level uniform and free from streaks and holes. |
| 6 | Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504( sub-base of concrete floor to be paid for separtely) .80mm. thick I.S.I. interlockingblocks. |
| 7 | Providing and laying Plain/reinforcedcement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203P.C.C. 1:3:6grade M -10. including cost of form work, centering, shuttering etc. |
| 8 | Providing concrete for plain/rainforcedconcrete in open fondations complete as per drawings and technical specificationbs clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix(1:2:4)including cost of form work, centering, shuttering etc. |
| 9 | Providing mild / tor steel reinforced cement for RCC. Work including bending binding and placing in position complete up to floor all level. |
| 10 | Plain/reinforced cement concrete in substructure complete as per drawings and Technical specification Clauses 802,804,805,806,807,1202 & 1204. RCC Grade M25 ( 1:1.5:3 upto 5 mtrs height )including cost of form work, centering, shuttering etc. |
| 11 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets clause 1108. 300 mm dia |
| 12 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets clause 1108. 450 mm |
| 13 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary workin head walls and parapets clause 1108. 900 mm |
| 14 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:4:8 (1 cement :4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class |
| 15 | Supplying and fixing SFRC manhole cover frame of 560 mm internal dia ( Heavy Duty ) the weight of Frame173 Kg andcover to be not less than 43 Kg complete in all respect. Total Weight including Frame +Cover =216 Kg |
