Highways Department-HD has published Road Safety Works 2020 - 2021 Providing Junction Improvement At Km 14 . 4 Of Coimbatore Siruvani Road. Submission Date for this Tender is 25-03-2021. Road Work Tenders in Coimbatore Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Mar-2021 | Date Postponed | Date | 25-03-2021 |
| Schedule - A to accompany the Tender for the work of Providing Junction Improvement at Km14/4 of Coimbatore Siruvani Road | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. for box cutting earth | 664.84 | Cubic metre | |
| 2 | 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, complete as per clause 401 of MORTH Specification- for grading- V Material \n(Morth No. 111, 112, 401, 900) | 248.1 | Cubic metre | |
| 3 | 3 | 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.\n(Morth No. 111, 112, 406, 900) | 310.25 | Cubic metre | |
| 4 | 4 | Prime 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 of MORTH Specification over WMM \n(Morth No. 111, 112, 501, 502, 900) | 1240.5 | Square metre | |
| 5 | 5 | 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- over granular surfaces treated with primer\n(Morth No. 111, 112, 501, 502, 900) | 1240.5 | Square metre | |
| 6 | 6 | 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 - over bituminous surfaces\n(Morth No. 111, 112, 501, 502, 900) | 3684 | Square metre | |
| 7 | 7 | Bituminous Macadam Providing and laying 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 using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work.\n(Morth No. 111, 112, 501, 504, 900, 3004) | 17.17 | Cubic metre | |
| 8 | 8 | 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- 30) 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 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.505 of MoRTH specification Grading II 50mm thick\n(Morth No. 111, 112, 501, 505, 900) | 93.07 | Cubic metre | |
| 9 | 9 | Bituminous Concrete (Table 500-17) 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,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 - Grading II\n(Morth No. 111, 112, 501, 507,900) | 196.98 | Cubic metre | |
| 10 | 10 | Providing Vibrated Reinforced Cement Concrete of grade M 25(1:1.2:2.4), using 20mm ISS metal, 0.610m at bottom, 0.250m at middle, 0.150m at top and to hieght of 0.860m from the road level including cost of coveyence of all metrials to the work site,rendering smoothness over the CC surface with 10kg of cement for 10sq.m area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel chrges for the tools and plants employed as directed by the departmental officers etc., complete for center median. | 18 | Numbers | |
| 11 | 11 | Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain base slab. | 1.19 | Cubic metre | |
| 12 | 12 | Vibrated Cement Concrete of grade M20(Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. | 4.75 | Cubic metre | |
| 13 | 13 | Filling with good gritty gravel from approved source for cutting portion to a required thickness including cost and conveyance of all materials from source to site including all leads and lift and conveyance charges and filling charges etc., complete. As per standard specification Most clause 200,300. | 3.56 | Cubic metre | |
| 14 | 14 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 15 | 15 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 16 | 16 | Add GST at 12% | 1 | (B) | |
| 17 | 17 | Total Value put to Tender | 1 | (A+B) | |
| 18 | 18 | Differnce Amount (Excess/Less) | 1 | (D) | |
| 19 | 19 | Quoted Amount (Basic Rate Only) | 1 | (E) | |
| 20 | 20 | Add GST at 12% of of Quoted Amount | 1 | (F) | |
| 21 | 21 | Total Value of Quoted Amount Including 12% of GST | 1 | (E+F) |
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