FDR to Moradia FIS under SOPD-FDR for the year 2020-21

Amount

Earthwork in filling in both side of RCC Main Canal from Ch. 80.00M to 2000.00M of Moradia FIS

Item No.1:-Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including pying compensation of earth obtained from private land if any loading, unloading, spreading the same including 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, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Repairing and reshaping of Main canal from 2000.00M to 2390.00M with earthwork in fillining of Moradiya F.I.S.

Item No.1:-Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including pying compensation of earth obtained from private land if any loading, unloading, spreading the same including 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, 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. 5900.00M OF MAIN CANAL OF MORADIA FIS

Earthwork in excavation in foundation of canal structures in all 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. (Including 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

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, bailing out water 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 for C. C work including cutting, bending breaking with two piles 0.91m (20BWG) annealed wire hooking tying complete as directed.

RCC work in slab , abutment cap and above abutment , pier cap, pedestal,dirt wall etc. in proportion 1:1.5:3 with hard broken stone aggregateof size 6 mm to to 20mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed 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 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). (Abutment / Return Wall / Piers / Pedestal etc.) (i) With 19 mm thick plyboard

Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, 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 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).

Repairing of breach at. Ch. 5740.00M of Main canal of Moradia F.I.S

Construction of whole bamboo single pallasiding with matured jati bamboo post of 6 cm to 7.5 cm dia fixed 15 cm clear apart 1.2 M to 1.5 M above ground and1 M to 1.20 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied with galvanized wire with 16 G to 18 G with three rows of horizontal half jati bamboo double kamies fixed with 16 G to 18 G, complete as directed.

Supply and laying of cement bags filled with sand/ earth (as locally available)including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc, all complete as directed.

Earthwork in filling in all soils in canal embankment and bed filling as per designsection 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, breakingclods 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

Repairing of breach at. Ch. 6200.00M of Main canal of Moradia F.I.S

Construction of whole bamboo single pallasiding with matured jati bamboo post of 6 cm to 7.5 cm dia fixed 15 cm clear apart 1.2 M to 1.5 M above ground and1 M to 1.20 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied with galvanized wire with 16 G to 18 G with three rows of horizontal half jati bamboo double kamies fixed with 16 G to 18 G, complete as directed.

Supply and laying of cement bags filled with sand/ earth (as locally available)including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc, all complete as directed.

Earthwork in filling in all soils in canal embankment and bed filling as per designsection 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, breakingclods 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

Repairing of breach at. Ch. 6600.00M of Main canal of Moradia F.I.S

Construction of whole bamboo single pallasiding with matured jati bamboo post of 6 cm to 7.5 cm dia fixed 15 cm clear apart 1.2 M to 1.5 M above ground and1 M to 1.20 M below ground with jati bamboo struts placed 1.2 M to 1.5 M apart tied with galvanized wire with 16 G to 18 G with three rows of horizontal half jati bamboo double kamies fixed with 16 G to 18 G, complete as directed.

Supply and laying of cement bags filled with sand/ earth (as locally available)including stitching the mouth, laying, fixing in position as directed complete with supply of bags, sutlies etc, all complete as directed.

Earthwork in filling in all soils in canal embankment and bed filling as per designsection 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, breakingclods 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

Repairing of Brick lined canal (water course)at different chainages of Moradia FIS

Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed.Carriage up to lead of 30M and lift upto 1.50M

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

Soiling in foundation and under floor including filling interstices , ramming etc. complete as directed and specified thickness 9cm brick on flat including sand poacking

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

1 st class brick work in cement mortar in abutmentr and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed

12 mm cement plastering including clearing surface and curing , complete as directed.

Neat cement finishing 3mm thick with cement slurry prepared by mixing 27.50Kg of fresh cement in appropriate quantity of clean water to cover 1 0(ten) SqM of work area and to give a smooth and hard finishing including rounding corners ,brooming, curing etc , complete as directed.

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

SUBHAS BARMAN

MANJIT CHOUDHURY

SRI MRINAL SARMA