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Tender For Temporary Restoration To The Breaches At Km 2 / 0-3 / 800 Ofsrivaikundam - Srimoolakari Tank Bund Road, srivaikundam-Tamil Nadu

Highways Department-HD has published Tender For Temporary Restoration To The Breaches At Km 2 / 0-3 / 800 Ofsrivaikundam - Srimoolakari Tank Bund Road. Submission Date for this Tender is 08-02-2024. Dam Work Tenders in srivaikundam Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

41983059
Corrigendum : Tender For Temporary Restoration To The Breaches At Km 2 / 0-3 / 800 Ofsrivaikundam - Srimoolakari Tank Bund Road
Open Tender
Indian
Tamil Nadu
srivaikundam
08-02-2024

Tender Details

Temporary Restoration To The Breaches At Km 2 / 0-3 / 800 Ofsrivaikundam - Srimoolakari Tank Bund Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Feb-2024 Tender Date Extension Other 08-02-2024

Key Value

Document Fees
Refer document
EMD
INR 105000.0 /-
Tender Value
Refer document

BOQ Items

Temporary Restoration to the Breaches @ Km 2/0-3/800 OfSrivaikundam - Srimoolakari Tank Bund Road
Sl. No. Item Description
1Providing and Laying of Carted Earth including cost and conveyance of the same to work site an average lead including stacking the same to departmental gauge for premeasurement including all labour charges for laying spreading etc., complete and as dirtcted by departmental engineers for making up to berms including compaction by Power Roller
2ROAD A
3Granular Sub-base with Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on preparedsurfaceandcompactingwithvibratorypower rollertoachievethedesireddensity,completeasper clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
4ROAD A
5Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
6ROAD A
7Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .
8ROAD A
9Tack Coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
10ROAD A
11Tack Coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over Existing BT surface as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
12ROAD A
13Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.-Grading II
14ROAD A
15Bituminous Concrete (Table500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.
16ROAD A
17Calculation of SubTotal, GST and Total Amount carried out by system automatically
18Basic cost of value put to tender as per estimate
19Add GST at 18%
20Total Value put to Tender
21Negotiated Percentage
22Final Negotiated Value
23Add GST at 18% of Final Negotiated Value
24Total Value of Contract Including 18% of GST
25Basic cost of value put to tender as per Estimate
26Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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