Assam Industrial Development Corporation Limited-AIDCLTD has published Construction Of New Approach Road From Highway Of Length 700 . 00 M 7 . 50 M Wide Carriage Way And Rcc Box Culvert At The Entry At Astcl , Noapara , Bijni , Assam Under Sopd Scheme Construction Of New Approach Road From Highway Of Length 700 . 00 M ( . Submission Date for this Tender is 28-10-2020. Road Work Tenders in ASTCL, Noapara, Bijni, Assam Assam. Bidders can get complete Tender details and download the document.
Name of Work: Construction of New Approach Road from Highway of Length 700.00 m (7.50 m wide carriage way) & RCC Box Culvert at the entry at ASTCL, Noapara, Bijni, Assam under SOPD Scheme. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | A. Construction of of New Approach Road of Length 700.00RM (7.50 M wide Carriage Way ) | |||
2 | 2 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.\nBy Manual Means | item2 | 1.39 | Hectare |
3 | 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m\nExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3\n | item3 | 6965 | Cum. |
4 | 4 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical\nSpecification Clause 303.5.2. | item4 | 4179 | Cum |
5 | 5 | Construction of Subgrade and Earthen Shoulders\nConstruction of subgrade and earthen shoulders with approved material 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 with lead upto 1000\nm as per Technical Specification Clause 303.1.\n(i) Private Land | item5 | 9863 | Cum |
6 | 5.1 | Extra lead beyond initial lead of 3.0 Km - for 7 km | item7 | 9863 | cum |
7 | 5.2 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading\nand stacking.\nCase-I : Surfaced Road\n(for 20.8 km) | item8 | 9863 | Cum |
8 | 5.3 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick\nAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means | |||
9 | 5.4 | (ii) Loading of earth,sand,moorum,manure,fly ash by \nmechanical means including a lead upto 30 M | item10 | 9863 | cum |
10 | 5.5 | (iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone \nBoulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | item11 | 9863 | cum |
11 | 6 | Granular Sub-Base | |||
12 | 6.1 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401\nFor Grading I Material | item12 | 656.25 | cum |
13 | 6.2 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401\nFor Grading II Material | item13 | 656.25 | cum |
14 | 6.3 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading\nand stacking.\n | |||
15 | 6.4 | Case-I : Surfaced Road\n(for 20.8 km) | item17 | 1312.5 | cum |
16 | 6.5 | Case-II: Unsurfaced Gravel Road\n(for 5 km) | item18 | 1312.5 | cum |
17 | 6.6 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick\nAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means | |||
18 | 6.7 | (i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, \nKankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m | item19 | 1312.5 | cum |
19 | 6.8 | (iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone \nBoulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. | item20 | 1312.5 | cum |
20 | 7 | Water Bound Macadam Sub-base/base\n | |||
21 | 7.1 | WBM Grading 1\nUsing stone screening Type-A 13.2 mm for Gr.I\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including\nspreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification\nClause 404.\n(B) By Mechanical Means\n | item21 | 656.25 | cum |
22 | 7.2 | WBM Grading 2\nUsing stone screening Type-B 11.2 mm for Gr.II\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including\nspreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification\nClause 405.\n(B) By Mechanical Means | item22 | 656.25 | cum |
23 | 7.3 | Haulage excluding Loading & Unloading\nHaulage of materials by tipper excluding cost of loading, unloading\nand stacking.\n | |||
24 | 7.4 | Case-I : Surfaced Road\n(for 20.8 km) | item23 | 1312.5 | cum |
25 | 7.5 | Case-II: Unsurfaced Gravel Road\n(for 5 km) | item24 | 1312.5 | cum |
26 | 7.6 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick\nAggregate, Kankar, Building Rubbish, Crushed Slag, Stone for\nMasonry Work by Mechanical Means | |||
27 | 7.7 | (i) Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, \nKankar, Building Rubbish, Crushed Slag, Stone for Masonry\nWork by mechanical means including a lead upto 30 m | item25 | 1312.5 | cum |
28 | 7.8 | (iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone \nBoulder, Brick Aggregate, Kankar, Building Rubbish, Manure,\nCrushed Slag, Flyash, Stone for Masonry Work by mechanical\nmeans. | item26 | 1312.5 | cum |
29 | 8 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. \nb) 100mm thick interlocking precast blocks having compressive strength of 50N/sq.mm. | item27 | 5250 | Sqm |
30 | 9 | c) Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | item28 | 175 | cum |
31 | 10 | B. Construction of RCC Box Culvert at the entry of ASTCL, Bijni, Assam | |||
32 | 11 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.\nOrdinary soil\nUpto 3 m depth\n | item29 | 55.46 | cum |
33 | 12 | Providing concrete for plain/reinforced concrete in open\nfoundations complete as per drawings and technical specifications\nClause 802, 803, 1202 & 1203\n With crushed Stone | |||
34 | 12.1 | P.C.C grade M 10\nNominal mix 1:3:6 | item30 | 10.2 | cum |
35 | 12.2 | R.C.C Grade M25 | item31 | 49.07 | cum |
36 | 13 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar \n(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/\nShyam steel/RINL) in foundation complete as per drawings and\ntechnical specifications Clauses 1000 and 1202 | item32 | 4.09 | t |
37 | 13.1 | Loading and Unloading of Structural Steel and Steel Bars by manual\nmeans | |||
38 | 13.2 | Loading of Structural Steel, Steel Bars by manual means \nincluding a lead upto 30 m | item33 | 4.09 | t |
39 | 13.3 | Unloading of Structural Steel, Steel Bars by manual means\nincluding a lead upto 30 m | item34 | 4.09 | t |
40 | 14 | Brick Soling\nLaying brick soling layer on prepared sub-grade with brick on end \nedging according to lines, graded and cross-section shown on the\ndrawing filling joints with sand and earth, spreading 25 mm thick\nlayer of earth over brick soling, watering and rolliing the same with\nthree wheel road roller 80-100 kN as per Technical Specification\nClause 412\n | item35 | 87.8 | sqm |
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