Road Transport and Highways Government Departments Closing in 0 days TDR #34602364

Tender For Widening From Intermediate Lane To Two Lane And Strengthening At Km 21 By 0 To 22 By 0 Of Sivagiri Vadapalani Road Including Widening Of Culvert At Km 21 By 6

Issued by Government Departments · kodumudi, Tamil Nadu
Tender Value
93.90 Lakhs
Estimated cost
Bid Submission
16 Nov 2022
0 days left
EMD
58000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kodumudi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Widening From Intermediate Lane To Two Lane And Strengthening At Km 21 By 0 To 22 By 0 Of Sivagiri Vadapalani Road Including Widening Of Culvert At Km 21 By 6

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 14-Nov-2022 Change in Special Condition Other 16-Nov-2022

BOQ

Name of Work: Widening from Intermediate Lane to Two Lane and Strengthening at Km 21/0-22/0 of Sivagiri – Vadapalani road including Widening of Culvert at Km 21/6Road A :- Widening from Intermediate Lane to Two Lane and Strengthening at Km 21/0-22/0 of Sivagiri – Vadapalani road including Widening of Culvert at Km 21/6
Sl. No. Item Description
1Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materials necessary for theconstruction of 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. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900
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 prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- VMaterial. MORTH No. 111, 112, 401, 900
4Road A
5Granular 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 401of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900
6Road A
7Wet 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. MORTH No. 111,112, 406, 900
8Road A
9Prime 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. MORTH No. 111112, 501, 502, 900
10Road A
11Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 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. MORTH No. 111,112,501, 503,900
12Road A
13Tack 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. MORTH No. 111,112,501,503,900
14Road A
15Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surfaceusing manual labourto 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 504of MORTH Specification - Grading II (Table 500-7) for patch work. MORTH No. 111,112,501,505,900
16Road A
17Bituminous 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 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 per clause 504of MORTH Specification - Grading II (Table 500-7). MORTH No. 111, 112, 501, 505, 900
18Road A
19Dense 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 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 per clause 504of MORTH Specification - Grading I (Table 500-7).
20Road A
21Bituminous 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, 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 MORTH No. 111, 112, 501, 507, 900
22Road A
23Excavation for Roadway and drainageExcavation 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. Using Excess Box Cut Earth for Berms including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900
24Road A
25Excavation 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. ReFilling Box cut for extra widening Portion
26Road A
27Conveying and disposing of the surplus earth from box cutting with an average lead of 2Km as directed by the engineer in charge. MORTH No. 111, 112, 301, 305, 900
28Road A
29Earthwork 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 and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation of Culvert.
30Road A
31Cement Concrete M10 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation of Culvert Levelling course. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
32Road A
33Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation of culvert.
34Road A
35Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Pipe Culvert - Above Sill. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
36Road A
37Supply of NP 2 class RCC 600 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900
38Road A
39Supply of NP 2 class RCC 600 mm dia. Collars supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900
40Road A
41Hoisting and fixing of 600 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906
42Road A
43Calculation of SubTotal, GST and Total Amount carried out by system automatically
44Basic cost of value put to tender as per estimate
45Add GST at 18%
46Total Value put to Tender
47Differnce Amount (Excess/Less)
48Quoted Amount (Basic Rate Only)
49Add GST at 18% of of Quoted Amount
50Total Value of Quoted Amount Including 18% of GST
51Basic cost of value put to tender as per Estimate
52Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

AI Tender Summary

OUR REF NO 34602364
AUTHORITY Government Departments
TENDER VALUE 93.90 Lakhs
LAST DATE 16-11-2022
Authority
Authority Name Highways Department
Work Description Widening From Intermediate Lane To Two Lane And Strengthening At Km 21 By 0 To 22 By 0 Of Sivagiri Vadapalani Road Including Widening Of Culvert At Km 21 By 6
Basic Detail
Tender No TN 15 22 23 Erode Dn Kodumudi - 1
Bidding Type Tender
Location
City kodumudi
State Tamil Nadu
Key Dates
Publish Date 14 Nov 2022
Submission Date 16 Nov 2022
Open Date 18 Nov 2022
Finance
Tender Value 93.90 Lakhs
Tender Fee Ref. Documents
EMD 58000
Exemption Not Available
Document List
Vol.pdf
9a2a14cf-b556-4ebb-ae8e-28bc62756c1c.html
BOQ_306145.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 14, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 16, 2022
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Nov 16, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 18, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Vol.pdf

html

9a2a14cf-b556-4ebb-ae8e-28bc62756c1c.html

xls

BOQ_306145.xls

pdf

Tendernotice_1.pdf

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