Irrigation Department Tender

Improvement of Branch Canal-4 from Ch.0.00M to Ch.1410.00M of Kaldiya FIS.

Item No.1: Earthwork in filling in Marginal bund/Guide bund/Afflux bund/Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle,removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pits area,breaking clods not more than 10mm cube,ramming,watering,dressing and roughening the seat of embankment,profiling etc. paying compensation of earth borrowed from private or forest land if any,lead upto 30M and lift upto 1.5M,complete as directed.in uniform layers not exceeding 15 cm thick including clearing light jungle,removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pits area,breaking clods not more than10mmcube,ramming,watering,dressing and roughening the seat of embankment,profiling etc. paying compensation of earth borrowed from private or forest land if any,lead upto 30M and lift upto 1.5M,complete as directed.

Item No.2: Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Construction of Box Culvert at Ch 3320.00 m of Branch canal-3 of Kaldiya FIS.

Item No. 1:Earthwork in excavation of foundation trenches of wall,retaining wall,footing of columns,steps and septic tank including refilling the quantity a necessary after completion of work,breaking clods in return filling,watering and ramming etc. and removal of surplus earth with all lead and lift upto 2m as directed and specified in following classification of soils including bailing out water where necessary upto depth below the existing GL mentioned in the approved drawing and as directed and specified.

Item No. 2:Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness.

Item No. 3:CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 9:CC work in proportion 1:2:4 in foundation/abutment/piers/wing walls etc with hard river shingles of size 6 mm to 20 mm including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 4: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

Item No. 5: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).

Item No. 6:RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).