IDP/HYD/Civil/2024-25/01

Amount

Earth work by mechanical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 ton roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tons and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and for all lift

All kinds of soil

Supplying and stacking at site.

90 mm to 45 mm size stone aggregate.

53 mm to 22.4 mm size stone aggregate.

12 mm size stone aggregate.

Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WMM (WATER MIX MACADAM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 ton capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

Laying water bound macadam sub-base with stone aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately)

With stone aggregate and Moorum

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead up to 50 meters.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Culvert with 900 mm hum piper for entrance with drive way and gate repair L.S. on highway drainage line.

KVR INFRA & PROJECTS (BID ID -3117161)

ET ENTERPRISES (BID ID -3130512)