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Construction Of Road From Narapati Pwd Road To Jiten Hajong House Road Under Sopd-G For The Year 2019-20 , Dudhnoi Lac ., Dudhnoi LAC-Assam

Public Works Roads Department has published Construction Of Road From Narapati Pwd Road To Jiten Hajong House Road Under Sopd-G For The Year 2019-20 , Dudhnoi Lac .. Submission Date for this Tender is 11-05-2020. Road Work Tenders in Dudhnoi LAC Assam. Bidders can get complete Tender details and download the document.




Tender Notice

23943090
Corrigendum : Construction Of Road From Narapati Pwd Road To Jiten Hajong House Road Under Sopd-G For The Year 2019-20 , Dudhnoi Lac .
Open Tender
Indian
Assam
Dudhnoi LAC
11-05-2020

Tender Details

Construction Of Road From Narapati Pwd Road To Jiten Hajong House Road Under Sopd-G For The Year 2019-20 , Dudhnoi Lac .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-Mar-2020 Extension Date 07-04-2020
2 02-Apr-2020 Time Extension Date 20-04-2020
3 19-Apr-2020 Extension Notice Date 11-05-2020

Key Value

Document Fees
INR 2000 /-
EMD
INR 104400.0 /-
Tender Value
INR 52.21 Lakhs /-

BOQ Items

Name of Work: Construction of road from Narapati PWD road to Jiten Hajong House road under SOPD-G for the year 2019-20, Dudhnoi LAC.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means. (A) In area of non thorny jungle. BI01010001010000000000000515BI0100001113 0.17 hectare
2 2 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (I) Private Land. BI01010001010000000000000515BI0100001114 2508.8 cum
3 3 Construction 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 m as per Technical Specification Clause 303.1. (I) Private Land. BI01010001010000000000000515BI0100001115 582.1 cum
4 4 Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material. BI01010001010000000000000515BI0100001116 441 cum
5 5 Construction of un reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culverts and construction joints, admixture as approved, curingof concrete slabs for 14 days. BI01010001010000000000000515BI0100001117 294 Sqm
6 6 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 800mm x 600mm rectangular. BI01010001010000000000000515BI0100001118 1 Each
7 7 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. 600mm equilateral triangle. BI01010001010000000000000515BI0100001119 8 Each
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