Road Transport and Highways Government Departments Closing in 0 days TDR #34538998

Tender For Tnv 40 Sathankulam H C And M Sub Division

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

Tender Overview

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

Project Description

Tnv 40 Sathankulam H C And M Sub Division Widening From Sl To Il Il To Tl And String Incl Cross Drage Works In Govt Roads Of Sathankulam H C And M - Sub Division Tnv40

BOQ

Widening from Single Lane to Intermediate Lane, Intermediate Lane to Two Lane and Strengthening including Cross Drainage works in Government Roads of Sathankulam (H)C&M -Sub Division (TNV-40)ROAD A. Widening from Intermediate Lane to Two LaneandStrengthening at km 19/0 - 22/8 of Meignanapuram - Munanjipatti Road Including Cross Drainage Works at km 19/10,20/6(I),20/6(II),20/6(III)ROAD B. Widening from Single Laneto Intermediate Lane and Strengtheningat km 3/4 - 5/0 & 11/0 - 12/8 of Sathankulam-Periathalai Road
Sl. No. Item Description
1Earth work excavation including removel and satisfactory disposal of all materials necessary for the construction of roadway in accordance with specification and the lines grades and cross section shown in the drawings or as directed by the Engineer in change (Box cutting) as per MORTH IV clause 111,112,202,301,302,303,305 & 900
2ROAD A
3ROAD B
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 401) - for grading- V Material.
5ROAD A
6ROAD B
7Granular 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) - for grading- III Material.
8ROAD A
9Wet 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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
10ROAD A
11ROAD B
12Prime 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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .
13ROAD A
14ROAD B
15Tack 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
16ROAD A
17ROAD B
18Providingand laying of TACK COAT over Cement Concrete surface using3.00Kg of Bitumen emulsion RS1 per 10Sqm for the preparatory of another bituminous construction over it including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev - 5
19ROAD A
20Tack 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 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
21ROAD A
22ROAD B
23Bituminous Macadam (Providing and laying 50mm 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
24ROAD A
25ROAD B
26Bituminous 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.
27ROAD A
28ROAD B
29Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
30ROAD A
31ROAD B
32Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
33ROAD A
34Removing the existing Cutstonein the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
35ROAD A
36Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.
37ROAD A
38Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixingtransporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
39ROAD A
40Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT.
41ROAD A
42Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BODY WALL OF BOX CULVERT.
43ROAD A
44Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 TOP SLAB OF BOX CULVERT.
45ROAD A
46Supply 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.
47ROAD A
48Vibrated 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 Parapet.
49ROAD A
50VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
51ROAD A
52VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL
53ROAD A
54VibratedCement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL
55ROAD A
56Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
57ROAD A
58Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines, grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion and for approach road on both sides of culvert
59ROAD A
60Providing andlaying Gravel soling forspecifiedthick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
61ROAD A
62Calculation of SubTotal, GST and Total Amount carried out by system automatically
63Basic cost of value put to tender as per estimate
64Add GST at 18%
65Total Value put to Tender
66Negotiated Percentage
67Final Negotiated Value
68Add GST at 18% of Final Negotiated Value
69Total Value of Contract Including 18% of GST
70Basic cost of value put to tender as per Estimate
71Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

AI Tender Summary

OUR REF NO 34538998
AUTHORITY Government Departments
TENDER VALUE 5.97 Crore
LAST DATE 28-11-2022
Authority
Authority Name Highways Department
Work Description Tnv 40 Sathankulam H C And M Sub Division Widening From Sl To Il Il To Tl And String Incl Cross Drage Works In Govt Roads Of Sathankulam H C And M - Sub Division Tnv40
Basic Detail
Tender No TN No 15 2022 23 D1 Dated 19 10 2022
Bidding Type Tender
Location
City sathankulam
State Tamil Nadu
Key Dates
Publish Date 27 Oct 2022
Submission Date 28 Nov 2022
Open Date 29 Nov 2022
Finance
Tender Value 5.97 Crore
Tender Fee Ref. Documents
EMD 3.10 Lakhs
Exemption Not Available
Document List
d1308b8f-19a0-43af-8b86-a2778176910a.html
BOQ_305714.xls
PB_40.pdf
PQ_40.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 27, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 28, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 29, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

d1308b8f-19a0-43af-8b86-a2778176910a.html

xls

BOQ_305714.xls

pdf

PB_40.pdf

pdf

PQ_40.pdf

pdf

Tendernotice_1.pdf

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