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| 1 | Excavation in foundation in all types of soils and rocks including leads, lifts and disposal of surplus earth as directed site engineer in charge also including supply of all material labour, T&P etc. required for proper completion of work (For Katcha Drain) |
| 2 | For Kc type puccak drain |
| 3 | Random rubble stone masonary laid in dry by locally available approved stone includingsupply of all material labour, T&P etc. required for proper completion of work as per direction of Engineer in charge. |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification caluse 802, 803,1202,@1203plain from P.C.C Grade M15 1;2;5:5Nominal mix |
| 5 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) |
| 6 | Excavation in foundation in all types of soils and rocks including leads, lifts and disposal of surplus earth as directed site engineer in charge also including supply of all material labour, T&P etc. required for proper completion of work |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:3.6 (Hand mixing) |
| 8 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 9 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Type C as per Technical Specification Clause 508.Case - I By Manual Means. 20 mm thick OGPC using Bitumen VG-10 |
| 12 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B echnical Specification Clause 510 .Case - I : Type B. Bitumen (VG-10) |
