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Road Safety Works 2020 -2021 Providing Junction Improvement At Km 22 . 10 Of Coimbatore Siruvani Road, Coimbatore-Tamil Nadu

Highways Department-HD has published Road Safety Works 2020 -2021 Providing Junction Improvement At Km 22 . 10 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.




Tender Notice

27408862
Corrigendum : Road Safety Works 2020 -2021 Providing Junction Improvement At Km 22 . 10 Of Coimbatore Siruvani Road
Open Tender
Indian
Tamil Nadu
Coimbatore
25-03-2021

Tender Details

Road Safety Works 2020 -2021 Providing Junction Improvement At Km 22 . 10 Of Coimbatore Siruvani Road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Mar-2021 Date Postponed Date 25-03-2021

Key Value

Document Fees
Refer document
EMD
INR 25000.0 /-
Tender Value
INR 27 Lakhs /-

BOQ Items

Schedule - A to accompany the Tender for the work of Providing Junction Improvement at Km.22/10 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 675.34 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) 238.7 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) 298.42 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) 1193.5 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) 1193.5 Square metre
6 6 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) 89.54 Cubic metre
7 7 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) 47.74 Cubic metre
8 8 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. 0.58 Cubic metre
9 9 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. 2.3 Cubic metre
10 10 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. 1.73 Cubic metre
11 11 Earth work Excavation in all classes of soils except hard rock not 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 as per standard specification for Foundation of Abutments and Piers. 16.2 Cubic metre
12 12 Vibrated Reinforced cement concrete of grade M15 (Design 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 Abutment and Pier footings. 2.7 Cubic metre
13 13 Vibrated Reinforced cement concrete of grade M25 (Design mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Wall and Top slab of Box culvert. 8.43 Cubic metre
14 14 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet. 0.32 Cubic metre
15 15 Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. 0.757 Cubic metre
16 16 Calculation of SubTotal, GST and Total Amount carried out by system automatically
17 17 Basic cost of value put to tender as per estimate 1 (A)
18 18 Add GST at 12% 1 (B)
19 19 Total Value put to Tender 1 (A+B)
20 20 Differnce Amount (Excess/Less) 1 (D)
21 21 Quoted Amount (Basic Rate Only) 1 (E)
22 22 Add GST at 12% of of Quoted Amount 1 (F)
23 23 Total Value of Quoted Amount Including 12% of GST 1 (E+F)
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