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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI No. 692 |
| 2 | Excavation in foundation in soil mixed with mooram. Shingle, Kankar requiring the use of special tools and plant such as pickaxes, sables etc. including all lift and all lead including filling, watering and ramming of excavated earth into the trenches and disposal of suplus earth as directed by the Engineer-in-charge. (As per S.l. No. 251 (a). |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-15) |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-20) |
| 5 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25) |
| 6 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. S.I. No. 504 |
| 7 | Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification |
| 8 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 9 | Construction of precast RCC railing of M20 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications As per no. 1500,1600,1700 & 2703 (For Railing) |
| 10 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight |
| 11 | 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 |
| 12 | Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 13 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 14 | Providing & applying tack coat with VG-10 bitumen at the rate of0.30 kg per sqm on the prepared granularsurface treated with primer cleaned with hydroulic broom as per Technical Specification |
| 15 | Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 per centby weight of total 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 16 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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 alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 17 | Earth work for Patries or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge. |
| 18 | Carted Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge. |
| 19 | Brick soling with bricks laid on edge and dry with brick edging onboth side including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading a blinding coat 1 cm. (3/8\") depth of local earth over the entire surface and including supply of all materials, labour, tolls & plants etc. required for proper com pletion of work. Sl.No. 762B |
| 20 | Supply & Laying 1000 mm NP-3 Hume pipe. |
| 21 | Class-150 Brick work in 1:6 cement and fine sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. For making of wall S.I. No. 303 |
| 22 | 12mm Thick plaster with cement and fine sand in 1:6 over brick work minimum thickness not to be less than 10 mm including cost of all types of materials, Labour, T&P etc. required for proper completion of the work. S.I. No. 586 |
| 23 | Road Sign Board |
