Sonabund FIS under PMKSY-HKKP for the year 2021-2022 (Toe wall)

Amount

Construction of Toe Wall Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sady clay from the river bed, etc, including clearing the side, dressing,etc.,and removing the earth by loading to dumpers for farther carrige to asafe distance, complete as directed .

C.C work in proportion 1:3:6 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreing materials including foding (vibration), bailing out water where necessary and carrying with spplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site)

Centering and shuttering including proping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed.(Measurement will be taken on the face area of timber)

Cement Concrete work in proportion 1:2:4 with aggregate of size 6mm to 20mm free from dust and dirt and other foreign materials including roding (vibrating), bailing ut water where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site)

Supplying fitting fixing and laying in position M.S. rod/Tor steel/TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed

Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed. (Considering average distance of 25 Km to 50 Km)

Labour charge for spreading of hard river gravel / broken stone / sand gravel mixture of size of gravel 13mm to 38 mm to the materials as directed complete including all carriage etc.

Dewatering Cost (1) 5 HP Pump

(2) 10 HP Disel Pump

Earthwork in back filling of structure with earth obtained from outside borrow pits filling with 15 cm layer ramming, dressing and compaction and watering including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.

De-siltation of Reservoir Earthwork in excavation for diversion with channelisation in soil mixed with sand, gravel and different sizes of boulders upto mansize by JCB / front loader excavator and manual labour, removing the same to a safe istance upto 1 KM by means of vehicle and depositing the spoil in the form of spoils embankment / bank as required at site including dressing grading and cutting the sides slopes etc. complete as directed by the department.

Pabitra Boro

SANJAY KHAKHLARY