Road Transport and Highways Government Departments Closing in 0 days TDR #34505138

Tender For Tn No 08 2022 23 Hdo Dt 12 10 22 Cyr Tvm 41

Issued by Government Departments · vandavasi, Tamil Nadu
Tender Value
6.71 Crore
Estimated cost
Bid Submission
25 Nov 2022
0 days left
EMD
3.47 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Widening And Strengthening Including Reconstruction Of Culverts On Government Road In Vandavasi H C M Sub Division - Tvm-41

BOQ

Name of work : Widening and Strengthening including Reconstruction of culverts on Government road in Vandavasi (H), C&M, Sub Division - TVM-41Road A : Strengthening at Km 16/0 - 20/0 of Arni - Vandavasi Road including Reconstruction of Culvert at Km 17/6 & 19/6.Road B : Reconstruction of Box Culvert at Km 1/6, 1/8 of Vallam Branch Road to Melpathi Road (via) Vallam ADC.Road C : Widening from Single Lane to Intermediate Lane and Strengthening at Km.0/0-2/6 of Arcot Tindivanam Road to Vengunam Roadincluding Reconstruction of Culvert at Km.0/8, 1/4(i), 1/4(ii), 2/4
Sl. No. Item Description
1[Main Estimate]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. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900
2Road A
3Road C
4Granular 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
5Road A
6Road B
7Road C (748.72+112.52)
8Granular 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- IIIMaterial. MORTH No. 111, 112, 401, 900
9Road C
10Wet 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
11Road A
12Road B
13Road C
14Prime 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. 111, 112, 501, 502, 900
15Road A
16Road B
17Road C
18Tack 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
19Road A
20Road B
21Road C
22Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - of MORTH Specification, over cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900
23Road A
24Road C
25Tack 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 cement concrete pavement for widening portion. MORTH No. 111,112,501,503,900
26Road A
27Road B
28Road C
29Bituminous 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
30Road A
31Bituminous 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
32Road A
33Road B
34Road C
35Dense 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 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 MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900
36Road C
37Bituminous 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
38Road A
39Road B
40Road C
41Excavation 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. Using Excess Box Cut Earth for Berms including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900
42Road C
43Earthwork 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 for Berms and Diversion using Carted earth with an average lead of 1 Km including compaction by power roller.
44Road A (1169.76 + 1437.92)
45Road B
46Road C
47[Sub Estimate - Culvert]Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling Stone / Masonry Cement mortar walls under 3m high.
48Road A
49Road B
50Road C
51Supply of NP 3 class RCC 1000 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
52Road A
53Road B
54Road C
55Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906
56Road A
57Road B
58Road C
59Earthwork 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 MORTH Nos. 111, 112 & 304 - For foundation. of culvert
60Road A
61Road B
62Road C
63Plain Cement Concrete (M15) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, 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 standard specification. Leverly course FOR FOUNDATION MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900.
64Road A
65Road B
66Road C
67Vibrated Cement Concrete (M20) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, 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 standard specification. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
68Road A
69Road B
70Road C
71Vibrated Reinforced Cement ConcreteM25 Grade Design mix using Crusher ISS, HBG graded Metalincluding cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, STEM AND BOTTOM SLAB AND TOP SLAB OF BOX CULVERT MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
72Road A
73Road B
74Road C
75Supply and fabrication of Steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900.
76Road A
77Road B
78Road C
79Calculation of SubTotal, GST and Total Amount carried out by system automatically
80Basic cost of value put to tender as per estimate
81Add GST at 18%
82Total Value put to Tender
83Quoted value
84Final Quoted Value
85Add GST at 18% of Final Quoted Value
86Total Value of Contract Including 18% of GST
87Basic cost of value put to tender as per Estimate
88Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

AI Tender Summary

OUR REF NO 34505138
AUTHORITY Government Departments
TENDER VALUE 6.71 Crore
LAST DATE 25-11-2022
Authority
Authority Name Highways Department
Work Description Widening And Strengthening Including Reconstruction Of Culverts On Government Road In Vandavasi H C M Sub Division - Tvm-41
Basic Detail
Tender No TN No 08 2022 23 HDO Dt 12 10 22 CYR TVM 41
Bidding Type Tender
Location
City vandavasi
State Tamil Nadu
Key Dates
Publish Date 22 Oct 2022
Submission Date 25 Nov 2022
Open Date 28 Nov 2022
Finance
Tender Value 6.71 Crore
Tender Fee Ref. Documents
EMD 3.47 Lakhs
Exemption Not Available
Document List
b5d3e6c0-8b28-4113-9fdd-767fa2d5faeb.html
BOQ_304462.xls
Tendernotice_1.pdf
Vol1tvm41.pdf
Vol2tvm41.pdf

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Tender Timeline

Oct 22, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 25, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 28, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

b5d3e6c0-8b28-4113-9fdd-767fa2d5faeb.html

xls

BOQ_304462.xls

pdf

Tendernotice_1.pdf

pdf

Vol1tvm41.pdf

pdf

Vol2tvm41.pdf

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