Highways Department Tender
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The Highways Department has issued a formal invitation for competitive bids for Tnv 30 Sankarankoil H C And M Sub Division in Tenkasi, Tamil Nadu, with an estimated contract value of Rs. 5,05,68,551. The bid opening date for this tender is 07-08-2023 and the last date for bid submission is 22-08-2023. Interested bidders for Highways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Aug 2023
Closing Date22 Aug 2023
Tender Amount₹ 5,05,68,551
Costs
EMD
₹ 2,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 30 Sankarankoil H C And M Sub Division
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
2023_HWAY_355788_1Bid Award Id
ViewTender No
TN No 11 2023 24 D1 Dated 20 07 2023Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
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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 for FOUNDATION OF RETAINING WALL, Pipe culvert and Dressing the bed upto sill level
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-
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Road D
400
50708
126.77
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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Total Value put to Tender
1
-
51084505
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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 0.20 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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Road A (Box Culvert) Km 2/4
11.66
3001
257.4
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Road A (Box culvert ) Km 2/0
45.69
5119
112.05
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Road A (Box culvert ) Km 2/0
66
17028
258.01
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Negotiated Percentage
1
-
-
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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 Top SLAB OF BOX CULVERT.
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-
-
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Road B
480
60849
126.77
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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
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-
-
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Add GST at 18%
1
-
7792552
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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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-
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Road A (Box Culvert) Km 2/4
9.18
53767
5857
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Road A
140
2353
16.81
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Road A
658.7
6163627
9357.26
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Road B
570.06
5785738
10149.35
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Road A (Box culvert ) Km 2/0
5.94
35117
5912
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Road A (Box culvert ) Km 2/0
410.42
79186
192.94
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Road A (Box Culvert) Km 2/4
12.5
51625
4130
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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 and Box culvert
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-
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Basic cost of value put to tender as per Estimate
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43291953
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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 0.30 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.
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-
-
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Road A
340.16
43122
126.77
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Road A
49.89
1265
25.36
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Road A (Box culvert ) Km 2/0
59
11443
193.96
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Final Negotiated Value
1
-
-
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Road D
17040
412538
24.21
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Road A (Box Culvert) Km 2/4
83.2
9322
112.05
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Road A (Box culvert ) Km 2/0
2.88
22129
7684
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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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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 RETAINING WALL
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-
-
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Road C
99
785133
7930.64
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Road A (Box Culvert) Km 2/4
29
254620
8780
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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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-
-
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Road A (Box Culvert) Km 2/4
25.5
260559
10218
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Road C
292.49
2968583
10149.35
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Road A (Box Culvert) Km 2/4
15.46
191193
12367
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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
19002
460228
24.22
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Road C
9749.5
236132
24.22
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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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-
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Add GST at 18% of Final Negotiated Value
1
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-
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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.
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-
-
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Road D
681.6
6917796
10149.35
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Road A (Box culvert ) Km 2/0
8.03
80219
9990
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Road A (Box Culvert) Km 2/4
4.67
442261
94804.27
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Road A (Box culvert ) Km 2/0
12.5
51625
4130
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Road A (Box Culvert) Km 2/4
9.04
88917
9836
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Road E
780
98880
126.77
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Removing 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
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-
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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 5 km for formation of Diversion Road for 97% compacion.
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-
-
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Road A (Box Culvert) Km 2/4
59
11443
193.96
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Road B
189
1498890
7930.64
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Road A (Box Culvert) Km 2/4
2.25
15738
6995
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Basic cost of value put to tender as per estimate
1
-
43291953
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Providing and Laying of Side Earth including cost and conveyance of the same to work site with an average lead of 5Km including stacking the same to departmental gauge for premeasurement 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 Side Earth
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-
-
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Road A (Box culvert ) Km 2/0
1.17
8165
6979
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Road A
49.84
1263
25.36
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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.
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-
-
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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.
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-
-
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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 FOOTING OF RETURN WALL.
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-
-
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Road A
53.2
1018
19.15
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Road D
98
777202
7930.64
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Road A (Box culvert ) Km 2/0
13.68
122695
8969
... More
Vibrated 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 of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
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-
-
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Road A (Box culvert ) Km 2/0
10.66
114008
10695
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Road A
21
34045
1621.23
... More
Road A
140
10516
75.12
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Road A (Box culvert ) Km 2/0
9.46
140367
14838
... 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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-
-
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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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-
-
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Road A
395.22
4011226
10149.35
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Road A (Box culvert ) Km 2/0
14.39
3703
257.4
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Road A (Box Culvert) Km 2/4
9
4196
466.3
... More
Road E
840.15
8526976
10149.35
... More
Road A (Box culvert ) Km 2/0
5.81
33942
5842
... More
Road A (Box Culvert) Km 2/4
66
17028
258.01
... More
Road A
12980.8
314265
24.21
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Road A (Box Culvert) Km 2/4
8.2
48601
5927
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Road A (Box culvert ) Km 2/0
2.29
217006
94804.27
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Road A (Box culvert ) Km 2/0
41.01
4595
112.05
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Dense Bituminous Macadam (Providing and laying 50 - 75 mm dense 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.
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-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Road A (Box Culvert) Km 2/4
3.11
23626
7597
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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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Excavation for Roadway and Drainage. 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 a sindicated by the Engineer as per SS20B for 97% Compaction for making up Berms MORTH Rev.V Clause No.111,112,301 to 305. a)Box Cutting for widening portion.
-
-
-
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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 5 km for formation of Diversion Road for 95% compacion.
-
-
-
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Road A (Box Culvert) Km 2/4
69.54
7791
112.05
... More
Road C
342
43355
126.77
... 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 spreading and making up the berms as per SS20B including braking clods, consolidating and sectioning using Excavated Earth.
-
-
-
... More
Road E
105
832717
7930.64
... 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 and Box culvert Top and Bottom of Box Culvert
-
-
-
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Road A
35
65577
1873.64
... 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- BELOW SILL LEVEL
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Evaluation Notes How It Works ?
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