Road Transport and Highways Government Departments Closing in 0 days TDR #39042450

Tender For Widening From Single Lane To Intermediate Lane, Strengthening, Improvements To Riding Quality And Construction Of Minor Bridge In Government Roads Of Kovilpatti (H) C&M Sub-Division (Tnv 45)Road A : Widening From Single Lane To Intermediate Lan

Issued by Government Departments · kovilpatti, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Aug 2023
0 days left
EMD
2.85 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
kovilpatti → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Project Description

Widening From Single Lane To Intermediate Lane, Strengthening, Improvements To Riding Quality And Construction Of Minor Bridge In Government Roads Of Kovilpatti ( H ) C&M Sub-Division ( Tnv 45 ) Road A : Widening From Single Lane To Intermediate Lane And Strengthening At Km 0 / 0 - 1 / 0, Strengthening At Km 4 / 0 - 4 / 9 Of Kovilpatti-Kodukkamparai ( Via ) Vijayapuri Roadroad B : Widening From Single Lane To Intermediate Lane And Strengtheningatkm0 / 0-0 / 4, 5 / 2-5 / 778 Of Ahilandapuram Roadroad C : Improvements To Riding Quality At Km 12 / 0 - 14 / 0 Of Kayathar-Kalugumalai Roadroad D : Construction Of Minor Bridge At Km 6 / 10 Of Vanaramutti-Ilayarsanendalroadinlieuofexisting Causewayroad E : Construction Of Minor Bridge At Km 20 / 10 Of Kovilpatti Kumarapuram-Gopalapuram-Chettikuruchi Roadin Lieu Of Existing Causeway

BOQ

Widening from Single Lane to Intermediate Lane, Strengthening, Improvements to Riding Quality and Construction of Minor Bridge in Government Roads of Kovilpatti (H) C&M Sub-Division (TNV 45)Road A : Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 1/0,Strengthening at km 4/0 - 4/9 of Kovilpatti-Kodukkamparai (Via) Vijayapuri roadRoad B : Widening from Single Lane to Intermediate Lane and Strengtheningatkm0/0-0/4,5/2-5/778 of Ahilandapuram roadRoad C : Improvements to Riding Quality at km 12/0 - 14/0 of Kayathar-Kalugumalai RoadRoad D : Construction of Minor Bridge at Km 6/10 of Vanaramutti-Ilayarsanendalroadinlieuofexisting causewayRoad E : Construction of Minor Bridge at Km 20/10 of Kovilpatti Kumarapuram-Gopalapuram-Chettikuruchi roadin lieu of existing causeway
Sl. No. Item Description
1Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed of the work andincluding all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3& 501.
2Road - A
3Road - B
4Road - C
5Road - D
6Road - E
7Excavation including removal of sandy soil and satisfactory disposal of all materials necessary for the construction of road way &side drains in accordance with Specifications and the lines, grades and cross sections shown in the drawings or as indicated by theEngineer as per Box Cutting SS20B. MOR&TH No. 111, 112, 202,301,302, 303,305, 900
8Road - A
9Road - B
10Providing, laying, spreading and compacting Granular Sub-Base material by mixing materials conforming to Grading-V of Table 400-2 of MORT&H specifications including pre-mixing the materials at OMC, transport, spreading in uniform layers including all materials, labour, machinery as per clause 401 of MORT&H specifications and compacting to 98% of modified proctor MDD to achieve 30% CBR value with all leads and lifts etc complete and as directed by the Engineer as per cl.401 of MORTH IVth revision
11Road - A
12Road - B
13Road - D
14Road - E
15Providing, laying, spreading and compacting Granular Sub-Base material by mixing materials conforming to Grading-III of Table 400-2 of MORT&H specifications including pre-mixing the materials at OMC, transport, spreading in uniform layers including all materials, labour, machinery as per clause 401 of MORT&H specifications and compacting to 98% of modified proctor MDD to achieve 30% CBR value with all leads and lifts etc complete and as directed by the Engineer as per cl.401 of MORTH IVth revision
16Road - A
17Road - B
18Wet 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.
19Road - A
20Road - B
21Road - C
22Road - D
23Road - E
24Prime 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 .
25Road - A
26Road - B
27Road - C
28Road - D
29Road - E
30Tack 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.
31Road - A
32Road - B
33Road - C
34Road - D
35Road - E
36Tack 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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
37Road - A
38Tack 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 granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
39Road - C
40Bituminous Macadam (Table - 500-10) (Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) transporting the hot mix to work site, laying with a hydrostatic paver finisherto 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 Rev. V Clause No. 111, 112, 505 & 900.
41Road - A
42Road - B
43Road - C
44Road - D
45Road - E
46Bituminous 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.
47Road - A
48Road - B
49Road - C
50Road - D
51Road - E
52Filling with Box Cut Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for pre measurement including all labour charges for laying spreading etc., complete and as directed by departmental engineers for making up of berm including compaction by power roller as per Morth Rev V Clause No.111,112,202,301 to 305,900
53Road - A
54Road - B
55Filling with carted earth including cost and conveyance of all materials to site including all labour charges for filling in layer, ramping and other incidental charges etc., with average lead 5 km
56Road - A
57Road - B
58Road - C
59Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.., as per MORTH Rev V Clause No.111,112 & 202- Plain Cement Concrete
60Road - D
61Road - E
62Earthworkexcavationinallclassesofsoils except soft rock not requiring blastinganddepositingonbank,withallleadsand lifts as per SS 20B, including cost of all labour, equipments and all other incidentalchargessuchasbailingoutwater,providingandmaintaining necessarycofferdamssheting,shoring, bracing,andtheirsubsequent removal,removalofalllogs,stumpsandotherdeleteriousmatterand obstructions, trimming bottom of excavationbackfilling, and clearing the siteanddisposalofallsurplusmaterialsetc.,complete asperrelevant standard specifation FOR DRESSING THE BED UPTO SILL LEVEL
63Road - D
64Road - E
65Earthworkexcavationinallclassesofsoils except soft rock not requiring blastinganddepositingonbank,withallleadsand lifts as per SS 20B, including cost of all labour, equipments and all other incidentalchargessuchasbailingoutwater,providingandmaintaining necessarycofferdamssheting,shoring, bracing,andtheirsubsequent removal,removalofalllogs,stumpsandotherdeleteriousmatterand obstructions, trimming bottom of excavationbackfilling, and clearing the siteanddisposalofallsurplusmaterialsetc.,complete asperrelevant standard specifation FOR FOUNDATION OF ABUTMENTS , PIERS AND WINGS
66Road - D
67Road - E
68Earthwork excavation in Soft disintegrated rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
69Road - D
70Road - E
71Cement Concrete of grade M10 design Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools andplants and maintaining of protective bunds,cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTING OF PIERS
72Road - D
73Road - E
74Vibrated Cement Concrete of grade M20 design Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools andplants and maintaining of protective bunds,cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL.
75Road - D
76Road - E
77Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, forSUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL
78Road - D
79Road - E
80VibratedReinforced Cement Concrete of grade M30 design mixusingISS 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS
81Road - D
82Road - E
83Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi sphericalback fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill INTHE ABUTMENTS AND WINGS, -
84Road - D
85Road - E
86Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
87Road - D
88Road - E
89VibratedReinforced Cement Concrete of grade M30 Design Mixusing20mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
90Road - D
91Road - E
92Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as perMOST\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4- 4 etc., complete.
93Road - D
94Road - E
95Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.
96Road - D
97Road - E
98Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
99Road - D
100Road - E
101Supply and fabrication of Fe-500 STEEL required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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.
102Road - D
103Road - E
104VibratedCement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for Base course below approach slab
105Road - D
106Road - E
107Vibrated Reinforced Cement ConcreteM30 Design Mixusing 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Approach Slab
108Road - D
109Road - E
110Vibrated Reinforced Cement ConcreteM30 design mixusing 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB.
111Road - D
112Road - E
113Vibrated Reinforced Cement Concrete M40 design mix using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forCrash Barrier
114Road - D
115Road - E
116Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including 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 as per standard specification for PCC PARAPET OVER WINGS.
117Road - D
118Road - E
119Providing and fixing of G.I drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
120Road - D
121Road - E
122Supply and fixing of of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc., complte., for proving utility service in footpaths
123Road - D
124Road - E
125Earthwork 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 andmaintaining 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 allsurplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL
126Road - D
127Road - E
128Plain Cement Concrete M10 gradeMixusing 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 BELOW FOOTINGS OF RCC RETAINING WALLS asperMorthSpecification 1000, 1500, 1700 & 2100.
129Road - D
130Road - E
131PlainCement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork soft water, labour charges for mixing transporting laying and curing concrete working at depths tools and plants and maintaining of protective bunds, cofferdams, shoring strutting etc.., complete as per relevant standard specifications for Footing of STEM OF PCC RETAINING WALL(Below sill level)
132Road - D
133Road - E
134Vibrated Cement Concrete M20 gradeMix using 40mm ISS size HBG 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 mixing transporting laying and curing concrete working at heights, tools and plants and maintaining ofprotective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF pCC RETAINING WALL(Above Sill Level)
135Road - D
136Road - E
137Providing and fixing SEEPAGE PIPES of 150mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
138Road - D
139Road - E
140Excavation 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 for Diversion road.
141Road - D
142Road - E
143Excavation 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
144Road - D
145Road - E
146Supply and Fixing of of NP3 class RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., complete
147Road - D
148Road - E
149Providing and laying Gravel soling for specified thick 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 of Diversion Road.
150Road - D
151Road - E
152Calculation of SubTotal, GST and Total Amount carried out by system automatically
153Basic cost of value put to tender as per estimate
154Add GST at 18%
155Total Value put to Tender
156Negotiated Percentage
157Final Negotiated Value
158Add GST at 18% of Final Negotiated Value
159Total Value of Contract Including 18% of GST
160Basic cost of value put to tender as per Estimate
161Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

AI Tender Summary

OUR REF NO 39042450
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 21-08-2023
Authority
Authority Name Highways Department
Work Description Widening From Single Lane To Intermediate Lane, Strengthening, Improvements To Riding Quality And Construction Of Minor Bridge In Government Roads Of Kovilpatti ( H ) C&M Sub-Division ( Tnv 45 ) Road A : Widening From Single Lane To Intermediate Lane And Strengthening At Km 0 / 0 - 1 / 0, Strengthening At Km 4 / 0 - 4 / 9 Of Kovilpatti-Kodukkamparai ( Via ) Vijayapuri Roadroad B : Widening From Single Lane To Intermediate Lane And Strengtheningatkm0 / 0-0 / 4, 5 / 2-5 / 778 Of Ahilandapuram Roadroad C : Improvements To Riding Quality At Km 12 / 0 - 14 / 0 Of Kayathar-Kalugumalai Roadroad D : Construction Of Minor Bridge At Km 6 / 10 Of Vanaramutti-Ilayarsanendalroadinlieuofexisting Causewayroad E : Construction Of Minor Bridge At Km 20 / 10 Of Kovilpatti Kumarapuram-Gopalapuram-Chettikuruchi Roadin Lieu Of Existing Causeway
Basic Detail
Tender No TN No 17 2023 24 D1 Dated 27 07 2023
Bidding Type Tender
Location
City kovilpatti
State Tamil Nadu
Key Dates
Publish Date 08 Aug 2023
Submission Date 21 Aug 2023
Open Date 22 Aug 2023
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 2.85 Lakhs
Exemption Not Available
Document List
9dd6495c-cd0c-4408-a474-1cef8ef3e344.html
BOQ_425208.xls
PB.pdf
PQ.pdf
Tendernotice_1.pdf
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Tender Timeline

Aug 08, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 21, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 22, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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xls

BOQ_425208.xls

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PB.pdf

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PQ.pdf

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Tendernotice_1.pdf

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