Development and Beautification of Jagusagar Pond in Dhamnagar NAC

Watertiody Area-38830.6 Sqm, or 9.12 Acre De-Silting - Supplying all materials labour T&P, Excavation of any available type of soil by mechanical seans loading into and transportation by mechanical means and unloading the soil within the Pond Ares on properly prepared and scientifically approved surface Including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction by mechanical mears but excluding watering compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of h hting of haul road and borrow ares etc. complete as per the required specification and direction of the Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition) (Note:-100% Desilting requires to be executed with out any compromise) Section wise Average Silted Area) X (Section wise Average Sitted Depth)Arca as per the layout Plan Drawing C/c distance along X-X axis from 1/s lower path way to R/s lower path way. (15.6+20.3+20.3+15.7)-71.90m say 72.0 C/c distance along Y-Y axis from L/s lower path way to R/s lower path way (54.0-5.6+6.0-5.6+27.2-27.2-5.6+60+5.6+54.1)-196.50m say 197 Area 197.0m X 72.0m 14184.00 Sqm Average Silt-Depth (approx.) as per bathmatry report -2.5m

Earth work in all kind of soil within 50m. Initial lead and 1.5m. Initial lift icluding rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m. in depth and as per the direction of the engineer-in-charge. (Note: Minimum 60 cm Depth is to be excavated after the desilting work the mother earth excavation depth shall be 60 Cm)

Extra lead of 25m or part there of over the initial lead of 50m for earth work in all kinds of emban kment and road works and ordinary earth work in general. (See Page no-05, Item no 7 of Aofl-06) For 75m to 100m Qty. as per item (50%)

Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments (See Page no-06,Item no 4 of AoR-08) and ordinary earth work in general

Supplying all materials labour T&P, Watering earthwork upto OMC condition and compaction by Mechanical means in layers not exceeding 22.5cm to 95% dry density including hire and running charges of all the Machineries etc complete as per the required specification and direction of the Engineer-in- Charge (Aoll-2006, Page no-12, item No.2) 2.0mtr wide Lower Pathway length as per drg. 561.0m and Htas per level = 2.0mtr 4.3mtr wide Upper Pathway length as per drg.627.0m and Htas per level = 2.0mtr

Supplying all materials, Labour, T&P and Fine dressing of earthwork In odinary or hard soil in road/Embankment formation including cost of cutting of filling earth upto 0.15m depth of surface etc all complete as per the required specifications and direction of Engineer In Charge (AoR-2006, Page no-7,

Laying of Hume Pipe Conduit for Water Transmission Earth work in all kinds of soil for making trench to lay Hume Pipe conduit of 900mm dia within 50 Mtr initial lead and 1.5 mtr initial lift including rough dressing the bed as per the required specification and direction of the Engineer in charge

C.C. work of MIS grade with 20mm down grade black hand granite C.B. stone chips including hooting & laying as per direction of Engineer-in-charge.

Supplying and filling in and printh with good quality river sand will watered and rammed, including all cost, conveyance, taxes of all materials and labour etc all complete as per the specification and direction of the Engineer-in-Charge (Measurements will be taken on finished compacted section)

RCC. work M-25 in grade retaning wall both sides of inside to pond having a minimum compressive strength (in work test) 150 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite Ca. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. complete.