Assam Industrial Infrastructure Development Copr-AIIDC has published Improvement Of The Internal Road By Cc Pavement And Construction Of Storm Water Rcc Drain At I/A Rani Under Up Gradation Of Industrial Area Rani Project Gr No Ii. Submission Date for this Tender is 21-10-2020. Drainage Tenders in IA Rani Kamrup Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Improvement of the Internal road by CC pavement and construction of storm water RCC drain at I/A Rani, under Up gradation of Industrial Area Rani project . Gr-II | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in Soil by manual means \n(a) Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.\n\n | item1 | 278.91 | Cum |
| 2 | 2 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)\nIn bye lane no. 6 & 7\n | item2 | 1669.31 | Sqm |
| 3 | 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(a)from private land\n | item3 | 626.34 | Cum |
| 4 | 4 | Granular Sub-Base with well graded material(Table 400-1)\n(B) By Mix in Place Method\nConstruction of Granular Sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator with OMC and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401(Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(i) For Grading I Material\n | item4 | 111.56 | Cum |
| 5 | 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5.0 km )\nA) By Manual Means\nii) Grading-II\nb) Using Screening Type-A (13.2 mm Agg.)\n | item5 | 111.56 | Cum |
| 6 | 6 | ii) Grading-III\nb) Using Screening Type-A (11.2 mm Agg.)\n | item6 | 55.78 | Cum |
| 7 | 7 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600:1, cement concrete not to be less than 150 kg/cum, optimum moisture content to be determined during the trial length construction, concrete strength no to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller(finishing & curing). (Including carriage of mixed materials upto 10.0 Km initial lead from mixing plant) | item7 | 365.83 | Cum |
| 8 | 8 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed with Recron 3s fibre of reliance Industries Ltd. or its equivalent @ 0.125 kg per bag of cement mixed in a batching & mixing plant as per approved mixed design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, sealant joint, debonding strips dowel bar, tie rod, admixture as approved, curing compound, finishing to lines and grades as per drawing. (Including carriage of mixed materials upto 10.0 km initial lead from mixing plant) as directed by the Department complete at all levels. | item8 | 487.88 | Cum |
| 9 | 9 | Painting Lines, Dashes, Arrows etc on Roads in Two coats on New Work(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dust and other foreign matter, demarcation at site and traffic control.)\n(i) Up to 10 cm in width\n | item9 | 85 | Sqm |
| 10 | 10 | Earth work in excavation for foundation trenches of walls, footings of columns ,steps and septic tank etc. including refilling the quantity as necessary after completing of works etc. bailing out water where necessary as directed and specified.\n (a) In ordinary soil.\n | item10 | 758.63 | Cum |
| 11 | 11 | Providing soling in foundation and under floor at all level with stone/ best quality picked jhama bricks, sand and packed and laid to level etc complete\nBrick flat soling\n | item11 | 892.5 | Sqm |
| 12 | 12 | Providing and laying plain cement concrete with coarse aggregate of sizes 13mm to 32 mm in foundation bed for footing steps, wall, brick works etc as directed including dewatering if necessary, and curing complete.\nIn prop. 1cement :3sand :6 coarse aggregate | item12 | 44.63 | Cum |
| 13 | 13 | Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20mm downgraded 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 Mixer Machine (A) In substructure 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.\nN) Without using admixture, plasticizer\nb) M20 grade concrete or Prop. 1:1.5:3\n | item13 | 248.63 | Cum |
| 14 | 14 | 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: Sides of tie beams, grade beams etc. at or below ground level.\n(b) Using 25mm thick plank\n | item14 | 297.5 | Sqm |
| 15 | 15 | 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.\n(ii) Using 25 mm thick plank\n | item15 | 2040 | Sqm |
| 16 | 16 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S Codes for R.C.C works/ R.B walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, support etc complete.(Up to first floor)\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)\nb) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX)\n (For Assam Type Bldg., drain works, retaining wall & boundary wall etc. \n | item16 | 107.19 | Qtl |
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