Strengthening of Left Bank of River Shilabati for a length of 180.00 Mtr. in near Dashavanga Mahaprabhu Mandir at Mouza- Hizly, G.P- Manoharpur- I, Block- Chandrakona- I under Kangsabati Canals Division No.- I, Amlagora, Paschim Medinipur

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

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressingand making one end pointed. iii) 15.0cm av. Dia.

Labour for driving Jhaw/Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position,protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving applances and all tackles. ii) 15.0cm av. Dia..

Supplying,fitting and fixing with iron nail half split bullah wailing piece sand cross pieces etc.complete with cost of all materials and carriage to site. (a) Width of thinner end above 10 cm. and less than 15 cm (i) Jhaw / Eucalyptus.

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).

Labour charges for filling empty cement gunny bag/polythene bag (capacity 50kg) with all kinds of earth (wet or dry), sand or agreegates (stone/brick) and sewing as done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking with in a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:-Volume of earth/sand filled bags should not be less than 0.028cum/ bag.

Dumping in position earth/sand filled gunny/polybags (capacity 50kg) within a lead of 30 metre inclusive of all lifts.

Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.

NIC-1/02(d) / Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 22 nos. having size of size 0.84 m x 0.38 m) conforming to BIS : 14252 : 2015 with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipment including charge of filling bags with filler materials (earth/sand), machine stitching the open end of the bag with thread but excluding cost of nylon crate and HDPE bags as per direction of Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.

Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge

Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means, including other incidental charges complete.Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.”

Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum).

Extra rate for item no above for each additional lead of 60 metre or part thereof over the initial lead of 30 metre.

Testing of Geo-textile materials including UV Test from well eqipped laboratories like Jadavpur University, BITRA, CIPET etc.) (This item is applicable only for third party testing conducted by the Engineer-in-charge to assure the quality of the Geo-textile material).

Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc.as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels,filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, A) Beyond 1.00 km and upto 2.00 km.

Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.