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Fdr To Yellandu-Pakhal Road From Km.0/0 To 2/500 In Bhadradri Kothagudem District, BHADRADRI KOTHAGUDEM-Telangana

Road And Building Department-RBD has published Fdr To Yellandu-Pakhal Road From Km.0/0 To 2/500 In Bhadradri Kothagudem District. Submission Date for this Tender is 05-12-2020. Road Work Tenders in BHADRADRI KOTHAGUDEM Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

26090120
Corrigendum : Fdr To Yellandu-Pakhal Road From Km.0/0 To 2/500 In Bhadradri Kothagudem District
Open Tender
Indian
Telangana
BHADRADRI KOTHAGUDEM
05-12-2020

Tender Details

Fdr To Yellandu-Pakhal Road From Km.0/0 To 2/500 In Bhadradri Kothagudem District

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27/11/2020 1 R&B - Telangana-SE R&B KHAMMAM It is notified that in SL.No.12 required documents from the tenderer as per required document 05-12-2020

Key Value

Document Fees
Refer document
EMD
INR 159000.0 /-
Tender Value
INR 1.58 Crore /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 road work as per MoRT&H specification 305 (5th revision) 2613.00 cum 224.00 585312.00
Construction of earthen shoulders with selective soils obtained from borrow from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)
2 road work as per MoRT&H Specification 507 (5th revision) 294.00 cum 7472.00 2196768.00
Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant / 40-60 TPH using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with full width Mechanical paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
3 road work as per MoRT&H Specification 507 (5th revision) 308.00 cum 7643.00 2354044.00
Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant / 40-60 TPH using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with full width Mechanical paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
4 road work as per MoRTH specification No. 505(5th Revision) 490.00 cum 6822.00 3342780.00
Providing and laying 50mm thick of Dense Graded Bituminous Macadam with 100-120 TPH Batch mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with full width full width Mechanical paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)
5 road work as per MoRT&H Specification 503 (5th revision) 27300.00 sqm 7.30 199290.00
Providing and applying tack coat with Rapid Setting (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
6 road work as per MoRT&H specification 502 (5th Revision) 10080.00 sqm 26.70 269136.00
Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.
7 road work as per MoRT&H specification 406 (5th revision) 2520.00 cum 2349.00 5919480.00
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. (Payment Based on Levels)
8 road work as per MoRT&H Specification 401 (5th revision) 288.00 cum 1993.00 573984.00
Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - IV of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (Payment Based on Levels)
9 road work as per MoRT&H specification 305 (5th Revision) 1312.00 cum 266.00 348992.00
Construction of Sub grade with approved material of gravelly soils with CBR =12%, PI <12% & MDD >18 KN/cum obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacted , removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil , spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision)
10 road work as per MoRT&H (5th Revision) Specn. No.305.4.3 9800.00 sqm 8.90 87220.00
Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3
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