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| 1 | Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ bymechanical means |
| 2 | Credit of Dismentalled material of Tile work in cement sand mortar.e) |
| 3 | Design manufacture, supply, fabrication, installation, transportation, paining and erection of gates and gearing system complete in all respect at head. |
| 4 | Supply of APM block size B @ Rs. 5500/No as per estimate sanctioned vide CE/BWS/IandWRD/PKL No. 1805/3BWS/555/2022 dt. 22.03.2022 (Abutgarh Disty.) |
| 5 | Credit of Dismentalled material of brick work in cement sand mortar @ Rs. 880/Cum as per estimate sanctioned vide CE/BWS/IandWRD/PKL No. 1805/3BWS/555/2022 dt. 22.03.2022 (Abutgarh Disty.) |
| 6 | Credit of old steel @ Rs. 2500/Qtl. (L.S.) |
| 7 | Credit of Dismentalled material of brick work in cement sand mortar Rs. 880/Cum as per estimate sanctioned vide CE/BWS/IandWRD/PKL No. 1805/3BWS/555/2022 dt. 22.03.2022 (Abutgarh Disty.) |
| 8 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Side Slope using Paver including rendering with 10mm Thick cement sand(1 :5) Plaster, dressing and preparation of sub grade as per directions of Engineer-in-charge. |
| 9 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in BED Using Paver including rendering with 10mm thickcement sand (1 :5) Plaster ,dressing and preparation of sub grade as perdirections of Engineer-in-charge. |
| 10 | Credit of Brick Bats |
| 11 | Compaction/Ramming and watering of earth in layers not exceeding 20 cm in trenches,plinth,side of foundation etc.complete as per directions of Engineer-in-charge. |
| 12 | Brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:3. HSR item No. 7.21.1 (DR)) |
| 13 | Credit ofpipe 700 mm dia NP3 old RCC pipe |
| 14 | Lining with design mix concrete of grade M-15 with minimumcement content 240kg/cum, 75mm thick in curve portion andside slope manually including rendering with 10 mm thickcement sand (1 :5)Plaster, form work, dressing and preparation of sub grade as perdirections of Engineer-in-charge. |
| 15 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in BEDmanually including rendering with 10 mm thick cement sand (1 :5)Plaster, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge |
| 16 | laying of Polythene 150 mm micronon bed sleeper per directions of Engineer-in-charge. |
| 17 | Supply of Polythene 150 mm micron. |
