Construction of canal RBMC from ch 240m to 496m and earthen canalLC from ch 0m to 187.521m and LC1 from ch 0m to 509.46 m of 2 no Makeli FIS ph III under SOPD SCSP for the year 2018-19

Amount

Construction of RCC Canal RBMC from ch 240.00m to 496.00m

Earthwork in excavation in foundation of canal structures in ail types of soils as per design and drawing including dressing the 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 compensation, complete as directed at site.(lncluding bailing out stagnant rain water where necessary). A) In all types of soils (except soil mixed with gravel and boulders.) (i) (For normal lead of 30 m and lift of 1.5 m)

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

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with hard river shingles of size 13 mm to 25 mm including curing, dewatering with 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 1.2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping,nailing, bolting with earth oiling inside 9.2(ii face etc and removal of forms after completion of CC and RCC works etc, complete ) as directed. (Measurement to be taken on the face area timbered), (ii) With 38 mm thick wood plank (Measure volume of concrete)

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC 12 3 workincluding cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed

12 mm cement plastering including clearing surface and curing, complete as directed, (i) In proportion 1:3

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 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).

Turfing with grass sode of largest possible rectangular and minimum size 30 cm X 30 0 cm X 10 cm placing closely after dressing hard the surface and fixing sode with split bamboo pegs, watering till the grass grows with lead up to 90 M and lift of 1.50 M, complete as directed.

Construction of Earthen Canal LC

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 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 12.5% shrinkage allowance from the gross quantity)

Construction of Earthen Canal LC1

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 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 auantitv).

Ponkaj Deka