Improvement Of Canal And Canal Structure Of Gorgella Merbangchuba F . I . S Under Sopd For The Year 2019-20 ( Group-Ii ) Improvement Of Canal And Canal Structure Of Gorgella Merbangchuba F . I . S Under Sopd For The Year 2019-20 ( Group-Ii ) Und
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Improvement Of Canal And Canal Structure Of Gorgella Merbangchuba F . I . S Under Sopd For The Year 2019-20 ( Group-Ii ) Improvement Of Canal And Canal Structure Of Gorgella Merbangchuba F . I . S Under Sopd For The Year 2019-20 ( Group-Ii ) Under Tangla Division ( Irrigation ) Tangla
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| Name of Work: Improvement of Canal and Canal structure of Gorgella Merbangchuba F.I.S under SOPD for the year 2019-20 (Group-II) Under Tangla Division(Irrigation)Tangla | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RCC Canal from Ch 1000.00 m to Ch.2000.00M | Sub- Estimate-1 | ||
| 2 | 2 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).\nAll types of soils except soil mixed with gravel and boulders | Item No.-1 | 1270 | CuM |
| 3 | 3 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. 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). | Item No.-2 | 120 | CuM |
| 4 | 4 | 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 | 2550 | SqM |
| 5 | 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.-4 | 657.92 | Qtl. |
| 6 | 6 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). | Item No.-5 | 5200 | SqM |
| 7 | 7 | River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc. complete as directed as specified. | Item No.-6 | 202.5 | CuM |
| 8 | 8 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc.in proportion 1:2:4 (M15) with hard broken stone agg. 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). | Item No.-7 | 780 | CuM |
| 9 | 9 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4 | Item No.-8 | 3000 | SqM |
| 10 | 10 | Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10.0 M apart including laying, fitting the compound in proper position, etc. complete as directed. | Item No.-9 | 330 | RM |
| 11 | 11 | Cattle and Cart Crossing ( 5 Nos) | Sub- Estimate-2 | ||
| 12 | 12 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).\nA. All types of soils except soil mixed with gravel and boulders.\ni. For normal lead 30m and lift of 1.50m | Item No.-10 | 82.8 | CuM |
| 13 | 13 | C.C work in proportion 1:3:6 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone 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). | Item No.-11 | 17.8 | CuM |
| 14 | 14 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 (M20) with hardbroken stone of size 6mm to 20mm 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.-12 | 159.9 | CuM |
| 15 | 15 | 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.-13 | 100.8 | Qtl. |
| 16 | 16 | 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).\n(Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank | Item No.-14 | 468.7 | SqM |
| 17 | 17 | Item No. 6 (SR No.14.2) : 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 | Item No.-15 | 163.7 | SqM |
| 18 | 18 | Item No. 7(SR No.6.14): 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). | Item No.-16 | 712.5 | CuM |
| 19 | 19 | Labour Welfare Cess (Approx Amout Rs. 192,75,100/-) | Item No.-17 | 1 | % |
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