Remodeling of Huduma FIS under SOPD_2019-20 under Mangaldoi Division(I), Mangaldoi Package 1

Amount

Re-Sectioning of Canal (Ch.

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 paying 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).

C.C. Lining of Canal (Ch.0-1865M)

Item No.1:-Labour for preparation of Sub- grade of lined canal section as per design drawing and grade by ramming and rolled to level and according to required cross section of the canal including cutting, filling, the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc complete as directed. (B) Sandy soil

Item No.2:-Earth work in excavation of irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungles, removing trees upto 15 cm dia and up rooting roots and stumps etc from the seat of embankment and the canal and free from all vegetations including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 m and lift upto 1.5 m complete as directed. (B) Hard Soil (i) Soil with gravel and morrum upto 50 mm size. (As per CEMI'S 2019-20.)

Item No.3:-Providing cement concrete slab lining work in 1:2:4 with hard river shingles over earthern canal size 3.00 x 3.00 and thickness 0.10 m over already made subgrade in bed and side slope of the canal casting beam of size 0.20 x 0.10 m including shuttering works complete as directed.

Item No.4:-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, complete as directed. (Shuttering, scaffolding necessary timber shuttering, scaffolding etc. where cost will be paid separately).

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:-Providing 50mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10.00 m apart including laying, fitting the compound in proper position etc complete as directed.

Construction of canal outlets (

item No.1:-Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and classification of soils, including bailing out of water specified in following where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified. A) In ordinary soil.

Item No.2:-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.

Item No.3:-CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out of water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (As per CEMI'S 2019-20)

Item No.4:-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). (As per CEMI'S 2019-20.)

Item No.5(i):-Supply of Hume Pipe (NP3) For 300 mm dia

Item No.5(ii):-Hume Pipe collar For 300 mm dia

Item No.6:-Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. (As per CEMI'S 2019-20.)

Item No.7:-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 with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (As per CEMI'S 2019-20.)

item No.8:-1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (i) in proportion 1:4 (As per CEMI'S 2019-20.)

Item No.9:-Installation of Gate (for controlling the flow through the hume pipe)

Construction of canal Fall (1 no)

Item No.1:-Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.

Item No.2:-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.

Item No.3:-CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out of water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). (As per CEMI'S 2019-20.)

Item no.4:-Supplying fitting fixing and laying reinforcement in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed. (As per CEMI'S 2019-20.)

Item No.5:-RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate 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). (As per CEMI'S 2019-20.)

Item No.6:-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). (As per CEMI'S 2019-20.)

Item No.7:-6 mm cement plastering including cleraing surface and curing complete as directed i) In prportion 1:2

CONSTRUCTION OF CATTLE CROSSING (Qnty for 4 Nos)

Item No.1:-Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item no.2:-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.

Item No.3:-C.C. work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed ( shuttering, scaffolding cost will be paid separately).

Item No.4:-RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No.5:-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.6:-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.) With 38 mm thick wood plank ( As per CE's SOR, 2019-20.)

Item No.7:-12 mm cement including clearing surface and curing complete as directed in proportion 1:4.

Item No.8:-Earthwork in back filling of structures, 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).

PARAS KUMAR BHATTACHARJEE

PLATFORM ENTERPRISE