Canal lining at LBMC of Panbari FIS under SOPD-G for the year 2025-26 under Dhekiajuli Barchalla Division (Irrigation), Dhekiajuli. Package-1

Construction of CC Canal Lining

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross-section of the canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc. complete as directed.

Sand filling in plinth in layers not more than 15cm thick including local carriage, watering, ramming etc. complete as directed.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing

C.C work in proportion 1 : 2 : 4 in foundation / abutment / piers / wing walls etc. with hard broken stone agg. of size 6mm to 20mm including curing, dewatering with necessary timber shuttering, scaffolding where necessary, complete as directed (Shuttering, sacffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing and laying reinforcement (TATA)in position in RCC work including cutting, bending,cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 m apart including laying, fitting the compound in proper position, etc. complete as directed.

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works,complete as directed. (Measurement to be taken on the face area timbered).

CONSTRUCTION OFCATTLE CROSSING (1.50M CLEAR SPAN)

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compaction, complete as directed. (Including bailing out stagnant rain water where necessary). A. All types of soils except soil mixed with gravel and boulders For normal lead of 30 M and lift 1.50M

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:4

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

Construction of Cattle and Cart Crossing (Clear Span = 1.50 m)

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compaction, complete as directed. (Including bailing out stagnant rain water where necessary).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:4

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

150mm dia HP outlet

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compaction, complete as directed. (Including bailing out stagnant rain water where necessary). All type of soil except soil mixed with gravel and boulders For normal lead of 30m and lift of 1.50m

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separat

Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc, complete as directed.

12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:4

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

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