Highways Department-HD has published Vellore Division Road Safety Work Widening And Improvements Of Junction At Km 0/2 Of Puttuthakku Causeway Road (Md-384) (Katpadi To Thiruvalam Road - Ammundi Sugar Mill Junction) (01_Morth_Bs18_883). Submission Date for this Tender is 08-04-2022. Road Work Tenders in vellore Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification Nos. 111, 112, 301, 305 & 900. Box cutting for widening portion. |
| 2 | Granular 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 prepared surface and compacting with vibratory power roller to achieve the desired density, etc., complete as per clause 401 of MORTH Specification Nos. 111, 112, 401 & 900 -For Grading - V Material. |
| 3 | Granular 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 prepared surface and compacting with vibratory power roller to achieve the desired density, etc., complete as per clause 401 of MORTH Specification Nos. 111, 112, 401 & 900 -For Grading - III Material. |
| 4 | Wet 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 of MORTH Specification Nos. 111,112, 406 & 900. |
| 5 | Prime Coat - Providing and applying Primer Coat with Bitumen Emulsion (SS-I type) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORT&H Specification No. 111 - Over WMM. |
| 6 | Tack 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 of MORTH Specification Nos. 111, 112, 501, 503 & 900 - Over granular surfaces treated with Primer. |
| 7 | Tack 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 of MORTH Specification Nos. 111, 112, 501, 503 & 900 - Over Bituminous surfaces. |
| 8 | Bituminous Macadam - (Providing and laying Bituminous Macadam with mini 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 required compaction, etc., complete as per MORT&H Specification Clause 504 (For Patch work) |
| 9 | Dense Graded Bituminous Macadam (Table - 500-10) - Providing and laying Dense Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No. 505 of MoRT&H Specification Nos. 111, 112, 501, 505 & 900 - Grading I. |
| 10 | Bituminous Concrete (Table500-17) - Providing and laying Bituminous Concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects (MORT&H Nos. 111, 112, 501, 507 & 900) - Grading II. |
| 11 | Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification(SS20A) and the lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete - Earth work for Berms excluding cost of Earth work, but 100% compaction by power roller. |
| 12 | Providing Plain Cement Concrete M20 using 20mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Kerb Wall (With Centering). |
| 13 | Re-filling using excavated earth, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water, if necessary, forming protective bunds etc., complete for Centre Median (Filling charges only) |
| 14 | Painting with synthetic Enamel paint over PCC Kerb wall, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers. |
| 15 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 16 | Basic cost of value put to tender as per estimate |
| 17 | Add GST at 12% |
| 18 | Total Value put to Tender |
| 19 | Quoted value |
| 20 | Final Quoted Value |
| 21 | Add GST at 12% of Final Quoted Value |
| 22 | Total Value of Contract Including 12% of GST |
| 23 | Basic cost of value put to tender as per Estimate |
| 24 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
