Highways Department Tender
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Highways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 Feb 2024
Closing Date14 Feb 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_421228_1Bid Award Id
ViewTender No
TN NO.51/2023-24/D1, Dt 22.01.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Road D [ Box Culvert at Km 1/8]
11.25
18238
1621.23
... More
Road E [ Box Culvert at Km 0/2]
11.25
18238
1621.23
... More
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.
-
-
-
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Road B [ Box Culvert at Km 10/6]
11.25
21078
1873.64
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Road C [ Box Culvert at Km 0/2]
11.25
21078
1873.64
... More
Road D [ Box Culvert at Km 1/8]
11.25
21078
1873.64
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Road E [ Box Culvert at Km 0/2]
11.25
21078
1873.64
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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 .
-
-
-
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Road B [ Box Culvert at Km 10/6]
75
5647
75.3
... More
Road C [ Box Culvert at Km 0/2]
75
5647
75.3
... More
Road D [ Box Culvert at Km 1/8]
75
5647
75.3
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Road E [ Box Culvert at Km 0/2]
75
5647
75.3
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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.
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-
-
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Road B [ Box Culvert at Km 10/6]
75
1266
16.88
... More
Road C [ Box Culvert at Km 0/2]
75
1266
16.88
... More
Road D [ Box Culvert at Km 1/8]
75
1266
16.88
... More
Road E [ Box Culvert at Km 0/2]
75
1266
16.88
... More
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/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.
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-
-
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Road B [ Box Culvert at Km 10/6]
140
3397
24.27
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Road C [ Box Culvert at Km 0/2]
75
1820
24.27
... More
Road D [ Box Culvert at Km 1/8]
75
1820
24.27
... More
Road E [ Box Culvert at Km 0/2]
75
1820
24.27
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Bituminous Macadam (Providing and laying 50 - 75mm 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. Grading -II
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-
-
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Road B [ Box Culvert at Km 10/6]
10.75
85098
7916.14
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Road C [ Box Culvert at Km 0/2]
7.5
59371
7916.14
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Road D [ Box Culvert at Km 1/8]
7.5
59371
7916.14
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Road E [ Box Culvert at Km 0/2]
7.5
59371
7916.14
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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. Grading -II
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-
-
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Road B [ Box Culvert at Km 10/6]
6.45
65235
10114.08
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Road C [ Box Culvert at Km 0/2]
4.5
45513
10114.08
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Road D [ Box Culvert at Km 1/8]
4.5
45513
10114.08
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Road E [ Box Culvert at Km 0/2]
4.5
45513
10114.08
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Earthwork excavation in all classes of soil 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 DRESSING THE BED UP TO SILL LEVEL..
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-
-
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Road C [ Box Culvert at Km 0/2]
84.69
9489
112.05
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Road E [ Box Culvert at Km 0/2]
84.69
9489
112.05
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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 FOUNDATION OF BOX CULVERT AND RETURN WALL.
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-
-
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Road B [ Box Culvert at Km 10/6]
40.24
4508
112.05
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Road C [ Box Culvert at Km 0/2]
126.16
14136
112.05
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Road D [ Box Culvert at Km 1/8]
176.32
19756
112.05
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Road E [ Box Culvert at Km 0/2]
120.72
13526
112.05
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Plaing Cement Concrete M20 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 for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for levelling course below footing of piers
-
-
-
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Road B [ Box Culvert at Km 10/6]
9.18
54281
5913.03
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Road C [ Box Culvert at Km 0/2]
7.38
43113
5842
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Road D [ Box Culvert at Km 1/8]
7.38
43108
5841.24
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Road E [ Box Culvert at Km 0/2]
8.94
52227
5842
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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.
-
-
-
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Road B [ Box Culvert at Km 10/6]
29
253823
8752.54
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Road C [ Box Culvert at Km 0/2]
23.2
204461
8813
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Road D [ Box Culvert at Km 1/8]
23.2
202341
8721.63
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Road E [ Box Culvert at Km 0/2]
23.69
207856
8774
... More
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.
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-
-
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Road B [ Box Culvert at Km 10/6]
20.46
253959
12412.5
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Road C [ Box Culvert at Km 0/2]
16.36
202733
12392
... More
Road D [ Box Culvert at Km 1/8]
16.36
202719
12391.15
... More
Road E [ Box Culvert at Km 0/2]
17.26
225536
13067
... More
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.
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-
-
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Road B [ Box Culvert at Km 10/6]
25.5
261981
10273.8
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Road C [ Box Culvert at Km 0/2]
20
205560
10278
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Road D [ Box Culvert at Km 1/8]
20
205553
10277.69
... More
Road E [ Box Culvert at Km 0/2]
18.43
190437
10333
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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.
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-
-
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Road B [ Box Culvert at Km 10/6]
4.93
467195
94804.27
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Road C [ Box Culvert at Km 0/2]
3.97
376278
94804.27
... More
Road D [ Box Culvert at Km 1/8]
3.97
376278
94804.27
... More
Road E [ Box Culvert at Km 0/2]
3.81
361488
94804.27
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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.
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-
-
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Road B [ Box Culvert at Km 10/6]
2.25
15863
7050.24
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Road C [ Box Culvert at Km 0/2]
2.25
15702
6979
... More
Road D [ Box Culvert at Km 1/8]
2.25
15701
6978.45
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Road E [ Box Culvert at Km 0/2]
1.73
12073
6979
... More
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 FOOTINGS OF RETURN WALL.
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-
-
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Road B [ Box Culvert at Km 10/6]
75.89
454036
5982.83
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Road C [ Box Culvert at Km 0/2]
54.78
323859
5912
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Road D [ Box Culvert at Km 1/8]
89.1
526673
5911.04
... More
Road E [ Box Culvert at Km 0/2]
45.51
269055
5912
... More
Vibrated Cement Concrete M20 grade 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 of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
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-
-
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Road B [ Box Culvert at Km 10/6]
24.54
175736
7161.22
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Road C [ Box Culvert at Km 0/2]
18.08
127988
7079
... More
Road D [ Box Culvert at Km 1/8]
28.93
203890
7047.73
... More
Road E [ Box Culvert at Km 0/2]
18.06
127864
7080
... More
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- ABOVE SILL LEVEL
-
-
-
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Road B [ Box Culvert at Km 10/6]
94.18
843133
8952.36
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Road C [ Box Culvert at Km 0/2]
68.57
576742
8411
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Road D [ Box Culvert at Km 1/8]
109.71
968549
8828.27
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Road E [ Box Culvert at Km 0/2]
67.36
567642
8427
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
-
-
-
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Road B [ Box Culvert at Km 10/6]
362.49
69938
192.94
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Road C [ Box Culvert at Km 0/2]
516.02
99560
192.94
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Road D [ Box Culvert at Km 1/8]
842.15
162484
192.94
... More
Road E [ Box Culvert at Km 0/2]
832.82
160684
192.94
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
-
-
-
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Road B [ Box Culvert at Km 10/6]
59
11443
193.96
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Road C [ Box Culvert at Km 0/2]
73.75
14304
193.96
... More
Road D [ Box Culvert at Km 1/8]
147.5
28609
193.96
... More
Road E [ Box Culvert at Km 0/2]
118
22887
193.96
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 8 km for formation of Diversion Road for 95% compacion.
-
-
-
... More
Road D [ Box Culvert at Km 1/8]
272
61986
227.89
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 8 km for formation of Diversion Road for 97% compacion.
-
-
-
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Road D [ Box Culvert at Km 1/8]
100
22891
228.91
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Supply and Fixing of of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 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
-
-
-
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Road B [ Box Culvert at Km 10/6]
62.5
258125
4130
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Road C [ Box Culvert at Km 0/2]
12.5
51625
4130
... More
Road D [ Box Culvert at Km 1/8]
10
41300
4130
... More
Road E [ Box Culvert at Km 0/2]
12.5
51625
4130
... More
Providing and laying Gravel soling for specified thick with clean good gritty over the well prepared sub grade from the approved quarry including cost and conveyance of materials laying in accordance with the requirement and specification shown in the drawing or as directed by tghe engineer for Diversion road
-
-
-
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Road B [ Box Culvert at Km 10/6]
66
16490
249.86
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Road C [ Box Culvert at Km 0/2]
82.5
26091
316.26
... More
Road D [ Box Culvert at Km 1/8]
165
52182
316.26
... More
Road E [ Box Culvert at Km 0/2]
132
32673
247.53
... More
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
-
-
-
... More
Road C [ Box Culvert at Km 0/2]
7.64
1966
257.4
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Road E [ Box Culvert at Km 0/2]
7.64
1966
257.4
... More
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 FOUNDATION OF RETAINING WALL
-
-
-
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Road A
181.44
20330
112.05
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Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
1958.22
219418
112.05
... More
Road G [ Retaing wall at Km 0/104-0/946]
1742.94
195296
112.05
... More
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 Foundation of Retaining Wall
-
-
-
... More
Road A
60.48
346619
5731.15
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Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
652.74
3812811
5841.24
... More
Road G [ Retaing wall at Km 0/104-0/946]
580.98
3347955
5762.6
... More
Vibrated Cement Concrete M20 grade 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 of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
-
-
-
... More
Road A
82.66
568733
6880.39
... More
Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
840.97
6034666
7175.84
... More
Road G [ Retaing wall at Km 0/104-0/946]
775.48
5410725
6977.26
... More
Vibrated Cement Concrete M20 grade 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 of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above sill level)
-
-
-
... More
Road A
182.36
1569798
8608.24
... More
Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
1570.01
14710130
9369.45
... More
Road G [ Retaing wall at Km 0/104-0/946]
1600.95
14224744
8885.19
... More
Providing 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 Retaining wall
-
-
-
... More
Road A
126
25590
203.1
... More
Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
506
102768
203.1
... More
Road G [ Retaing wall at Km 0/104-0/946]
421
85505
203.1
... More
Providing and fixing Bitumen Pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint scalants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600.
-
-
-
... More
Road A
11.72
5613
479
... More
Refilling with Side Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
-
-
-
... More
Road A
343.56
51877
151
... More
Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
551.54
83282
151
... More
Road G [ Retaing wall at Km 0/104-0/946]
831.48
125553
151
... More
Refilling with excavated Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
-
-
-
... More
Road A
181.44
7067
38.95
... More
Road F [ Retaing wall at Km 0/722-1/0 & 1/526-2/260]
1958.22
76272
38.95
... More
Road G [ Retaing wall at Km 0/104-0/946]
1742.94
67887
38.95
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
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Basic cost of value put to tender as per estimate
1
-
62626614
... More
Add GST at 18%
1
-
11272791
... More
Total Value put to Tender
1
-
73899405
... More
Negotiated Percentage
1
-
-
... More
Final Negotiated Value
1
-
-
... More
Add GST at 18% of Final Negotiated Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
-
62626614
-
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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