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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 ( , ASTCL, Noapara, Bijni, Assam-Assam

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.




Tender Notice

25640262
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 (
Open Tender
Indian
Assam
ASTCL, Noapara, Bijni, Assam
28-10-2020

Tender Details

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 ( 7 . 50 M Wide Carriage Way ) And Rcc Box Culvert At The Entry At Astcl , Noapara , Bijni , Assam Under Sopd Scheme .

Key Value

Document Fees
INR 3000 /-
EMD
INR 470000.0 /-
Tender Value
INR 2.34 Crore /-

BOQ Items

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.
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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