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Reconstruction Of Road From Rangchingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road Reconstruction Of Road From Rangcingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road, Diphu-Assam

Karbi Anglong Autonomous Council-KAAC has published Reconstruction Of Road From Rangchingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road Reconstruction Of Road From Rangcingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road. Submission Date for this Tender is 20-04-2020. Road Work Tenders in Diphu Assam. Bidders can get complete Tender details and download the document.




Tender Notice

23943179
Corrigendum : Reconstruction Of Road From Rangchingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road Reconstruction Of Road From Rangcingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road
Open Tender
Indian
Assam
Diphu
20-04-2020

Tender Details

Reconstruction Of Road From Rangchingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road Reconstruction Of Road From Rangcingrum Tiniali To Air ( All India Radio ) Centre To Rongmirdan Link Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Mar-2020 Date extension Date 03-04-2020
2 04-Apr-2020 Date extension notice Date 20-04-2020

Key Value

Document Fees
INR 1452 /-
EMD
INR 145218.0 /-
Tender Value
INR 72.60 Lakhs /-

BOQ Items

Name of Work: Construction of road from Ronchingrum Tiniali to AIR (All India Radio) centre to Rnmidran link Road l= .50km under SOPD-G for the year 2019-20 . Diphu LAC
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (I)By manuals means. B. In the area of non thorny jungle. BI01010001010000000000000515BI0100001113 0.635 Hect
2 2 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land BI01010001010000000000000515BI0100001114 2175 m3
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 compacting to meet requirement of table 300-2 (including compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the deptt.). (a) From private land. BI01010001010000000000000515BI0100001115 2171.5 m3
4 4 Granular sub-base with well graded material (table 400.1) (A). By mix in place method Construction of granular sub-base by providing well graded material 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. (ii) For Grading- II Material BI01010001010000000000000515BI0100001116 281.25 cum
5 5 Water Bound Macadam Sub-base/ base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 fill up the interstices of coarse aggregate, watering and compacting to the reqd. density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means (A)WBM Grading-II (b) Using Screening Type -A(11.2mm Agg) BI01010001010000000000000515BI0100001117 140.63 Cum
6 6 Water Bound Macadam Sub-base/ base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading 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 fill up the interstices of coarse aggregate, watering and compacting to the reqd. density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means (B)WBM Grading-III (b) Using Screening Type -A(11.2mm Agg) BI01010001010000000000000515BI0100001118 140.63 Cum
7 7 Providing and applying primer coat with Bitumen emulsion (CSR-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of .6 kg/sqm using mechanical means as per Technical Specification Clause 502. @ 1.00kgpersqm(i) With Bitumen emulsion- CCS-1h BI01010001010000000000000515BI0100001119 1875 Sqm
8 8 Providing and applying tack coat with Bitumen emulsion (RS-1) Using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared non bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.(i) With Bitumen emulsion- CRS-1h BI01010001010000000000000515BI0100001120 1875 Sqm
9 9 Dense Graded Bituminous Mecadam: Providing and laying dense graded Bituminous Mecadam with 100-120 TPH batch type HMP producing av output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight to total mix and filler transporting the hot mix to worksit, laying with a hydrostatic paver finisher with sensor controlled to the required grade, level, and alignment etc (a) with hydrated lime/ cement as filler, (A) with 60/70 or VG 30 grade bitumen (ii) For Grading II (19 mm nominal Size) BI01010001010000000000000515BI0100001121 93.75 Cum
10 10 Bituminous conc. Providing and laying dense graded Bituminous Mecadam with 100-120 TPH batch type HMP producing av output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight to total mix and filler transporting the hot mix to worksit, laying with a hydrostatic paver finisher with sensor controlled to the required grade, level, and alignment etc (a) with hydrated lime/ cement as filler, (A) with 60/70 or VG 30 grade bitumen (ii) For Grading II (13 mm nominal Size) BI01010001010000000000000515BI0100001122 46.875 cum
11 11 Construction of CC Drain as per Drawing and Technical Specification as directed by the Department BI01010001010000000000000515BI0100001123 1000 Rm
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