Road Transport and Highways Government Departments Closing in 0 days TDR #34483131

Tender For Tnv 21 Ambasamudram H C And M Sub Division

Issued by Government Departments · ambasamudram, Tamil Nadu
Tender Value
7.51 Crore
Estimated cost
Bid Submission
23 Nov 2022
0 days left
EMD
3.87 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
ambasamudram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tnv 21 Ambasamudram H C And M Sub Division Widening From Two Lane To Two Lane With Paved Shoulder Streg Construction Of Minor Idgereconstruction Of Culvert, Widening Of Culvert In Government Roads Of Ambasamudram H C And M - Sub Division Tnv 21

BOQ

Widening from Two Lane to Two Lane with Paved shoulder , Strengthening , Construction of Minor Bridge, Reconstruction of Culvert, Widening of Culvert in Government Roads of Ambasamudram (H)C&M -Sub Division (TNV-21)A) Widening from 2L to 2LPV and strengthening at km 93/0 -95/0 of Tiruchandur-Palayamkottai-Ambasamudram-Tenkasi-Courtrallam-Shenkottai Road including reconstruction of Culvert at km 93/2,93/10,94/4,94/6,94/10 including Widening of Culvert at km 94/8.B) Widening from 2L to 2LPV and strengthening at km 96/6-98/0 of Tiruchandur-Palayamkottai-Ambasamudram-Tenkasi-Courtrallam-Shenkottai Road including reconstruction of Minor Bridge at Km 96/8.
Sl. No. Item Description
1Earth work excavation including removal 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 charge (Box Cutting) as per MORT&H IV Clause 111, 112, 202, 301, 302, 303, 305 & 900.
2Road A
3Road B
4Providingand laying Granular Sub base (GSB Gr - V) Bottom layer of required thickness on the prepared sub grade with approved material having a minimum CBR value of 30 and grading conforming to Table 400-1 of MOST spreading in uniform layer, watering, premixing and compacting at optimum moisture content with power rollers of 80-100 KN static weight to not less than 98% of the laboratory dry density as per IS 2720 (para 8) and fine dressing to the required grade and cross slopes as shown in the drawingor as directed by the Engineer, as per Clause 401 of MORT&H IV revision.
5Road A
6Road B
7Providingand laying Granular Sub base (GSB Gr - III) Top layer of required thickness on the prepared sub grade with approved material having a minimum CBR value of 30 and grading conforming to Table 400-1 of MOST spreading in uniform layer, watering, premixing and compacting at optimum moisture content with power rollers of 80-100 KN static weight to not less than 98% of the laboratory dry density as per IS 2720 (para 8) and fine dressing to the required grade and cross slopes as shown in the drawingor as directed by the Engineer, as per Clause 401 of MORT&H IV revision.
8Road A
9Road B
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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
11Road A
12Road B
13Prime 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 .
14Road A
15Road B
16Tack 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 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.
17Road A
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 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.
19Road A
20Road B
21Tack 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.
22Road A
23Road B
24Dense Graded Bituminous Macadam for Grading - I (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- 40) 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
25Road A
26Road B
27Bituminous Macadam Grading - II (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), 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.
28Road A
29Road B
30Bituminous Concrete (Table500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) 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, 507 & 900.
31Road A
32Road B
33Excavation 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.a. Formation of embankment using Box Cut Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900
34Road A
35Road B
36FILLING in between body wall with Quarry Dustincluding cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimummoisture content to get the maximum density andall incidental charges etc. complete.
37Road A
38Providing colour designed concrete paver block floor finish used with concrete block of 80mm which has a compressive strength of 16.00 Mt/sqm. The rate including the cost concrete concrete block loading and conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor etc.,complete complying with standard specification and also the rate including the labour charges for clearing the heavy and scrub,jungle,levelling the sites, diversion of water and sanitary pipe lines,dismantling the existing masonry structures etc.,complete complying as directed by the departmental officers.
39Road A
40Cement Concrete of 1:2:4 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for foundation For Protective Wall
41Road A
42Dismantling 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.
43Road A - Culvert 93/2
44Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
45Removal the existing Cut stonein 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.
46Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
47Dismantling the existing RCC Slabin 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.
48Road A - Culvert 93/2
49Earthwork excavation inExcept SOFT DISINTEGARATED ROCK / KANGAR NOT REQUIRINGblasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal 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 ofAbutment
50Road A - Culvert 93/2
51Road A - Box culvert 93/10
52Earthwork excavation inSOFT DISINTEGARATED ROCK / KANGAR NOT REQUIRINGblasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal 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 ofAbutment
53Road A - Culvert 93/2
54Road A - Box culvert 93/10
55Road A - Box culvert 94/8
56Road B - Minor Bridge 96/8
57Earthwork 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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal 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 ofAbutment
58Road A - Minor Bridge 94/8
59Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
60Road B - Minor Bridge 96/8
61Earthwork 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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specificationfor FOUNDATION For Box Culvert & Retaining Wall
62Road B - Retaining Wall at km 96/8
63Earthwork 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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal 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 Dressing the bed Upto Sill level
64Road A - Culvert 93/2
65Road A - Box culvert 93/10
66Road A - Box culvert 94/8
67Road B - Minor Bridge 96/8
68VibratedCement Concrete of grade M15 Nominal Mix, 1:2:4 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 LEVELLING COURSE OF BOX CULVERT AND RETURN WALL.
69Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
70Cement Concrete M10 Grade(Nominal Mix 1:3:6) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges forform work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications forLeveling Course
71Road A - Box culvert 93/10
72Road A - Box culvert 94/8
73Road B - Minor Bridge 96/8
74Cement Concrete of M20 1:1.5:3 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for foundation For Drain & Retaining Wall
75Road B - Retaining Wall at km 96/8
76Vibrated Cement Concrete of Grade M20 1:1.5:3 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specificationsFor Below Sill & Side Wall
77Road A - Culvert 93/2
78Road A - Box culvert 93/10
79Road A - Box culvert 94/8
80Road B - Minor Bridge 96/8
81Road B - Retaining Wall at km 96/8
82Vibrated Cement Concrete of Grade M20 1:1.5:3 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications For Above Sill
83Road A - Culvert 93/2
84Road A - Box culvert 93/10
85Road A - Box culvert 94/8
86Road B - Minor Bridge 96/8
87Road B - Retaining Wall at km 96/8
88VibratedReinforced Cement Concrete of grade M 30 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.
89Road A - Culvert 93/2
90VibratedReinforced Cement Concrete of grade M 25 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.
91Road A - Box culvert 93/10
92Road A - Box culvert 94/8
93Road B - Minor Bridge 96/8
94Vibrated 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.
95Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
96Vibrated 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.
97Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
98Vibrated 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 forTOP SLABOF BOX CULVERT.
99Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
100VibratedCement 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.
101Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
102VibratedCement 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.
103Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
104VibratedCement 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 ABOVESill Level.
105Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
106Supply 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.
107Road A - Culvert 93/2
108Road A - Box culvert 93/10
109Road A - Box culvert 94/8
110Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
111Road B - Minor Bridge 96/8
112Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in BOX CULVERT.
113Road A - Culvert 93/2
114Road A - Box culvert 93/10
115Road A - Box culvert 94/8
116Road B - Minor Bridge 96/8
117Road B - Retaining Wall at km 96/8
118Providing and Fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 2600.
119Road A - Culvert 93/2
120Road A - Box culvert 93/10
121Road A - Box culvert 94/8
122Road B - Minor Bridge 96/8
123Providing 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.
124Road A - Culvert 93/2
125Road A - Box culvert 93/10
126Road A - Box culvert 94/8
127Road B - Minor Bridge 96/8
128Providing and fixing of GI drainage spouts 110mm 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.
129Road A - Culvert 93/2
130Road A - Box culvert 93/10
131Road A - Box culvert 94/8
132Road B - Minor Bridge 96/8
133Vibrated Reinforced Cement Cocrete of grade M 30(Design mix ) using 20 mm ISS graded metal including cost and conveyance of all materials ad cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, layig and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc., complete for DECK SLAB.
134Road A - Culvert 93/2
135Road A - Box culvert 93/10
136Road A - Box culvert 94/8
137Road B - Minor Bridge 96/8
138Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
139Road A - Culvert 93/2
140Road A - Box culvert 93/10
141Road A - Box culvert 94/8
142Road B - Minor Bridge 96/8
143Filling behind the Abutments and Wings with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering,with all leads for Filling, Laying & Tamping charges etc.,complete for over pipe portion.
144Road A - Culvert 93/2
145Road A - Box culvert 93/10
146Road A - Box culvert 94/8
147Road B - Minor Bridge 96/8
148Filling with Side earth includingcost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering,with all leads for Filling, Laying & Tamping charges under optimum moisture content to obtain the required density and including all incidential charges ,complete as per specification
149Road B - Retaining Wall at km 96/8
150Filling with Excavated available earth includingcost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering,with all leads for Filling, Laying & Tamping charges under optimum moisture content to obtain the required density and including all incidential charges ,complete as per specification (only compaction charges)
151Road B - Retaining Wall at km 96/8
152Vibrated Cement Concrete M15 (Nominal Mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges forform work and centering, labour charges, for laying compacting ,curingand all incidental charges etc., complete for Base Course Below Approach Slab
153Road A - Culvert 93/2
154Road A - Box culvert 93/10
155Road A - Box culvert 94/8
156Road B - Minor Bridge 96/8
157VRCC M 30 (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 forAPPROACH SLAB.
158Road A - Culvert 93/2
159Road A - Box culvert 93/10
160Road A - Box culvert 94/8
161Road B - Minor Bridge 96/8
162Vibrated Reinforced Cement Concrete of Grade M40 (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel and cement at site including soft water, labour charges for mixing, transporting, layig and curing and compacting concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc., completeas per standard specification for CRASH BARRIER.
163Road A - Culvert 93/2
164Road A - Box culvert 93/10
165Road A - Box culvert 94/8
166Road B - Minor Bridge 96/8
167Vibrated Cement ConcreteM30 (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 for Wearing coat over the Deck
168Road A - Culvert 93/2
169Road A - Box culvert 93/10
170Road A - Box culvert 94/8
171Road B - Minor Bridge 96/8
172Vibrated Cement Concrete M15 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 over Wings /Box culvert
173Road A - Culvert 93/2
174Road A - Box culvert 93/10
175Road A - Box culvert 94/8
176Road A - Box culvert of 94/4, 94/6 & 94/10 (i), (II)
177Road B - Minor Bridge 96/8
178Calculation of SubTotal, GST and Total Amount carried out by system automatically
179Basic cost of value put to tender as per estimate
180Add GST at 18%
181Total Value put to Tender
182Negotiated Percentage
183Final Negotiated Value
184Add GST at 18% of Final Negotiated Value
185Total Value of Contract Including 18% of GST
186Basic cost of value put to tender as per Estimate
187Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

AI Tender Summary

OUR REF NO 34483131
AUTHORITY Government Departments
TENDER VALUE 7.51 Crore
LAST DATE 23-11-2022
Authority
Authority Name Highways Department
Work Description Tnv 21 Ambasamudram H C And M Sub Division Widening From Two Lane To Two Lane With Paved Shoulder Streg Construction Of Minor Idgereconstruction Of Culvert, Widening Of Culvert In Government Roads Of Ambasamudram H C And M - Sub Division Tnv 21
Basic Detail
Tender No TN No 11 2022 23 D1 Dated 13 10 2022
Bidding Type Tender
Location
City ambasamudram
State Tamil Nadu
Key Dates
Publish Date 21 Oct 2022
Submission Date 23 Nov 2022
Open Date 24 Nov 2022
Finance
Tender Value 7.51 Crore
Tender Fee Ref. Documents
EMD 3.87 Lakhs
Exemption Not Available
Document List
b511b463-2f3b-42e8-94b2-c6727ae74324.html
BOQ_304825.xls
PB_21.pdf
PQ_21.pdf
Tendernotice_1.pdf
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Tender Timeline

Oct 21, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 23, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 24, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

b511b463-2f3b-42e8-94b2-c6727ae74324.html

xls

BOQ_304825.xls

pdf

PB_21.pdf

pdf

PQ_21.pdf

pdf

Tendernotice_1.pdf

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