Assam Industrial Infrastructure Development Copr-AIIDC has published Up Gradation Of Industrial Estate , Dorikapar Sivasagar District Sivasagar ( Erosion Protection Works ) Group No I. Submission Date for this Tender is 18-02-2021. Civil Work Tenders in IE Sivsagar Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Up gradation of Industrial Estate, Dorikapar, Sivasagar, District Sivasagar. (Geo Bag works for Erosion Protection works) Group No.1 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (a) In ordinary soil | item1 | 1544.55 | Cum |
| 2 | 2 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume | item2 | 45.6 | Cum |
| 3 | 3 | Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately). (I) Using mixture machine. (A) In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. (N) Without using admixture, plasticiser. (c) M25 grade concrete or Prop. 1:1.5:3 | item3 | 429.51 | Cum |
| 4 | 4 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: 3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (a) Using 38mm thick plank | item4 | 262.3 | Sqm |
| 5 | 5 | Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like. (i) Using 38mm thick plank | item5 | 1287.63 | Sqm |
| 6 | 6 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling. | item6 | 608.05 | Sqm |
| 7 | 7 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc .complete. b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX)\n (For Assam Type Bldg., drain works,, retaining wall & boundary wall etc.)\n | item7 | 198.28 | Qtl. |
| 8 | 8 | Supplying, fitting and laying in loose with Geo-textile bag of Type-A (1.30x0.70M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyester/polypropylene conforming to relevant ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo bag with sand weighing 126.00 k g after filling, stitching the mouth of the filled bags with polypropylene or polyester complete as directed. (b) Without Boat | item8 | 393 | Bag |
| 9 | 9 | Supply, stitching and laying of Non woven Geo textile Fabric sheet of 400 gsm | item9 | 357.67 | Sqm |
| 10 | 10 | Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2m x 1m x 0.3m each divided into 1m compartments by cross netting, made from 4mm galvanized steel wire @ 32 kgs per 10 sqm having maximum tensile strength of 300Mpa conforming to IS-280 and galvanizing coating conforming to IS-4826, woven into meshes with double twist, mesh size not exceeding to 100mmx100mm, filled with boulders at least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire.) | item10 | 104.92 | Cum |
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