Re-Excavation of Chowka WDS-I Scheme at GP- Dewanchak-II, Mouza-Chowka, JL No-109, Plot No-1658, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (A-M),Midnapore (A-M) Division under JALATIRTHA(Phase-XI) Program 2025-26.

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. Girth including removing as directed by Engineer-in-charge.

Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge

Excavation in ordinary soil/ mixed soil i.e clay mixed with moorum, kankar,pebbles/silt dry or moist/slushy silt/sticky soil for WDS/WHS/Reservoir /SFMIS etc with hydraulic excavater or any other means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/disposal site within all lifts and leads upto 1000m including spreading, levelling disposed spoils at disposed area. (mode of measurement : pre-work and post-work)

Construction of embankment by earth moving machinery with approved materials already deposited at site available from river bed cutting and excavation from drain and foundation of other structures as per given profile for formation of bank and as per directon of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post-work level after necessary void deduction)

Supplying ,loading ,unloading Class NP 2 RCC spun pipe as per specification including freight charges A) 30 cm bore dia , 2.5 m length.

Supplying ,loading ,unloading Class NP 2 RCC collar as per specification including freight charges A) 30 cm bore dia

Laying of R.C.C. pipe with collar, lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound,filling caulking space with tarred gasket or with rubber gasket of appropriate size & covering with cement mortar (1:2) & testing the joints etc. complete as per drawing, specification including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge. 30 cm dia.

Supplying, fitting and fixing including transportation of sign board for identifying the exact location of scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.

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