Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Oct 2022
Closing Date23 Nov 2022
Tender Amount₹ 10,99,31,000
Costs
EMD
₹ 5,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 23 Radhapuram H C And M Sub Division
Description
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Contact
Tender Id
2022_HWAY_257811_1Bid Award Id
ViewTender No
TN No 11 2022 23 D1 Dated 13 10 2022Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Road C
675
-
106.25
Road D
2051.65
-
106.25
Granular 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 as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
Road A
1211.13
-
1371.66
Road B
345
-
1371.66
Road C
306.25
-
1371.66
Road D
450
-
1371.66
Granular 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 as per MORTH Rev. III Clause No. 111, 112, 401 & 900.
-
-
-
Road A
835.27
-
1464.55
Road B
230
-
1464.55
Road C
175
-
1464.55
Road D
300
-
1464.55
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.
-
-
-
Road B
350
-
18.85
Road C
1250
-
18.85
Road D
583.33
-
18.85
Wet 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.
-
-
-
Road A
2088.17
-
1789.25
Road B
680
-
1789.25
Road C
1000
-
1789.25
Road D
1012.5
-
1789.25
Prime 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 .
-
-
-
Road A
8352.68
-
75.19
Road B
1050
-
75.21
Road C
5500
-
75.21
Road D
1750
-
75.21
Tack 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.
-
-
-
Road A
8352.68
-
17.45
Road B
1050
-
17.45
Road C
5500
-
17.45
Road D
1750
-
17.45
Tack 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.
-
-
-
Road A
124.4
-
19.96
Tack 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 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.
-
-
-
Road A
19022.92
-
24.18
Road B
13400
-
24.18
Road E
39200
-
24.18
Dense Bituminous 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 40) at percentage specified by JMF by weight of total mix 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.505) Grading I as per MORTH Rev. V Clause No. 111, 112, 501, 502, 503, 505 & 900.
-
-
-
Road A
821.27
-
9171.88
Bituminous Macadam (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 per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
-
-
-
Road A
964.37
-
8271.34
Bituminous 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 per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
-
-
-
Road B
722.5
-
8102.74
Road C
275
-
8102.74
Road D
87.5
-
8102.74
Road E
385
-
8102.74
Bituminous Concrete (Table 500-17) (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, 501,507 & 900.
-
-
-
Road A
825
-
10842.25
Bituminous Concrete (Table 500-17) (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.
-
-
-
Road B
578
-
10555.73
Road C
165
-
10555.73
Road D
52.5
-
10555.73
Road E
1568
-
10555.73
Excavation including removal and satisfactory disposal of all materials 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.
a. Formation of embankment using Side Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900
-
-
-
Road B
640
-
147.82
Road E
2800
-
147.82
Excavation including removal and satisfactory disposal of all materials 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.
a. Formation of embankment using avalable Cutting Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900
-
-
-
Road A
821.27
-
24.57
Road C
460
-
24.57
Filling quarry dust from approved quarry including cost and conveyance of quarry dust and labour charges for filling the quarry dust etc., complete.
-
-
-
Road B
69
-
234.75
Road D
90
-
187.59
Providing colour designed concrete finish used with concrete block of 80 mm 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.
-
-
-
Road B
2300
-
843.06
Road D
3000
-
843.06
Vibrated Cement concrete M20 Nominal mix 1:1.5:3 using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete for as per standard specifications for Side wall
-
-
-
Road B
170.41
-
6303.91
Road D
221.65
-
6211.17
Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert
-
-
-
Road A - Box culvert at km 39/10
2.27
-
244
Road A - Box culvert at km 40/2
1.94
-
244
Removal of the Cutstone Slab including all labour and other incidental charges wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged Cutstone slab and Box culvert
-
-
-
Road A - Box culvert at km 39/10
6.3
-
442
Road A - Box culvert at km 40/2
6.45
-
442
Earthwork 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 for FOUNDATION OF Box Culvert and Return Wall.
-
-
-
Road A - Box culvert at km 39/10
181.36
-
106.25
Road A - Box culvert at km 40/2
112.29
-
106.25
Plain Cement Concrete M20 grade mix 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 mixing transporting 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
-
-
-
Road A - Box culvert at km 39/10
18.79
-
5766
Road A - Box culvert at km 40/2
13.68
-
5753
Vibrated 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.
-
-
-
Road A - Box culvert at km 39/10
86.83
-
8384
Road A - Box culvert at km 40/2
43.5
-
8448
Vibrated 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.
-
-
-
Road A - Box culvert at km 39/10
43.88
-
10731
Road A - Box culvert at km 40/2
30.68
-
11809
Vibrated 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.
-
-
-
Road A - Box culvert at km 39/10
85.93
-
9317
Road A - Box culvert at km 40/2
40.5
-
9753
Supply 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.
-
-
-
Road A - Box culvert at km 39/10
12.3
-
93229.27
Road A - Box culvert at km 40/2
7.31
-
93229.27
Vibrated 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.
-
-
-
Road A - Box culvert at km 39/10
3.35
-
6732
Road A - Box culvert at km 40/2
2.25
-
6719
Vibrated Cement Concrete of grade M 20 Nominal Mix, 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 FOOTINGS OF RETURN WALL.
-
-
-
Road A - Box culvert at km 39/10
26.58
-
5832
Road A - Box culvert at km 40/2
18
-
5819
Vibrated Cement 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 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 STEM OF RETURN WALL - Below Sill Level.
-
-
-
Road A - Box culvert at km 39/10
7.15
-
7019
Road A - Box culvert at km 40/2
6.52
-
7099
Vibrated Cement 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 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 STEM OF RETURN WALL.
-
-
-
Road A - Box culvert at km 39/10
29.38
-
8301
Road A - Box culvert at km 40/2
24.46
-
8468
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
93161571
Add GST at 18%
1
-
16769083
Total Value put to Tender
1
-
109930654
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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