Highways Department-HD has published Road Safety Works 2019-20 Widening Two Lane To Four Lane And Improvements At Km 1 . 0 To 1 . 2 And Improvements At Km 0 . 8-0 . 10 Of Musiri Byepass Road Including Construction Of Roundana At Km 0 . 1000. Submission Date for this Tender is 28-12-2020. Road Work Tenders in TRICHY Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work :Widening Two lane to Four lane and Improvements at km 1/0-1/2 and Improvements at Km 0/8-0/10 of Musiri Byepass road including Construction of Roundana at Km 0/10 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work Excavation including removal and satisfactory disposal of all materials 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 Vth Rev., 111, 112 & 201\na) box cutting for widening portion | 759.57 | Cubic metre | |
| 2 | 2 | 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 and complete as per clause 401 in accordance with standard specifications for grading-III as per MORTH Vth Rev., 111, 112, 401 & 900. | 146.2 | Cubic metre | |
| 3 | 3 | 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 and complete as per clause 401 in accordance with standard specifications for grading-V as per MORTH Vth Rev., 111, 112, 401 & 900. | 380.12 | Cubic metre | |
| 4 | 4 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202 | 1903.83 | Square metre | |
| 5 | 5 | 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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900 | 1095.22 | Cubic metre | |
| 6 | 6 | 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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900 | 7173.5 | Square metre | |
| 7 | 7 | 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 granular surface treated with primer cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900 | 7173.5 | Square metre | |
| 8 | 8 | 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 surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900 | 1310 | Square metre | |
| 9 | 9 | Providing and laying Dense graded Bituminous Macadam to 50mm thick with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505) Grading - II as per MORTH, 111, 112, 505, 900 | 358.67 | Cubic metre | |
| 10 | 10 | Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job 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 tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II | 254.5 | Cubic metre | |
| 11 | 11 | Refilling with excavated earth for filling in layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907f for berms | 210 | Cubic metre | |
| 12 | 12 | Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of Roundana as per MORTH Vth Rev., 304. | 4.24 | Cubic metre | |
| 13 | 13 | Vibrated Cement Concrete M 20 Nominal mix using 40mm ISS size hard broken granite metal and M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for kerb wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 | 4.24 | Cubic metre | |
| 14 | 14 | Vibrated Cement Concrete M 20 Nominal mix using20mm ISS size hard broken granite metal and M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 (kerb wall) | 8.18 | Cubic metre | |
| 15 | 90 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 16 | 90.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 17 | 90.2 | Add GST at 12% | 1 | (B) | |
| 18 | 90.3 | Total Value put to Tender | 1 | (A+B) | |
| 19 | 90.4 | Negotiated Percentage | 1 | (D) | |
| 20 | 90.5 | Final Negotiated Value | 1 | (E) | |
| 21 | 90.6 | Add GST at 12% of Final Negotiated Value | 1 | (F) | |
| 22 | 90.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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