Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 2,46,50,000
Costs
EMD
₹ 1,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-58 Ambasamudram H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_491332_1Bid Award Id
ViewTender No
T N No. 33 2024-2025 HDO Dated 24 09 2024Tender 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 A
2701.41
332975
123.26
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
-
ROAD A
780.55
1293238
1656.83
Granular Sub-Base with Close Graded Material 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 soil compactor to achieve the desired density, complete as per clause 401
For Grading-III Material (Drainage Layer at Top)
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-
-
ROAD A
460.33
803547
1745.59
WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.
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-
-
ROAD A
1185.82
2492439
2101.87
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 Clause No. 111,112,501,502 &900 .
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-
-
ROAD A
4743.32
385205
81.21
Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per Clause No.111, 112,501, 503 & 900.
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-
-
ROAD A
4743.32
88462
18.65
Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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-
-
ROAD A
3060.3
82383
26.92
BM (Grade-I) 80mm Thick Using VG30 Bitumen
Providing, laying 80mm consolidated thick Bituminous Macadam using 0.64cum of 37.5 - 13.20mm, 0.44cum of 13.2 - 2.36mm and 0.13cum of 2.36mm and below size IRC metal with 62 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature in central hot mix plant 20-30t capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 80mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc.,
including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using
CMP as per clause 504 of MORTH Rev-5.
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-
-
ROAD A
425.67
3534661
8303.76
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Clause No. 111, 112, 501,507 & 900.
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ROAD A
312.17
3323732
10647.19
Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including soft water labour charges for mixing transporting laying and curing comapcting concrete at heights,hire charges for all tools and plants and incidental charges complete as per standard specification For Foundation
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-
-
ROAD A
11.8
76163
6454.57
Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including soft water labour charges for mixing transporting laying and curing comapcting concrete at heights,hire charges for all tools and plants and incidental charges complete as per standard specification For Footing Body Wall and Above Sill
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-
-
ROAD A
16.04
113684
7087.57
Refilling in low lying berms and sides of widening Portion and inside Islands with available box cutting earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc
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-
-
ROAD A
1680.72
44791
26.65
Dismantling the PCC structure 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 incidential charges etc., complete as per MORT&H specification 202
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-
-
ROAD A
17.74
8625
486.2
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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-
-
ROAD A Box Culvert - 0/10
26.91
7619
283.14
ROAD A Box Culvert 0/10 (ii) & 1/2
10.1
2859
283.14
Removal the existing Cutstone 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.
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-
-
ROAD A Box Culvert - 0/10
40
20517
512.93
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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-
-
ROAD A Box Culvert - 0/10
183.12
22571
123.26
ROAD A Box Culvert 0/10 (ii) & 1/2
146.26
18028
123.26
Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) 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
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-
-
ROAD A Box Culvert - 0/10
25.64
155211
6053.49
ROAD A Box Culvert 0/10 (ii) & 1/2
23.02
139534
6061.44
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 A Box Culvert - 0/10
90.75
812214
8950.02
ROAD A Box Culvert 0/10 (ii) & 1/2
54.72
504762
9224.46
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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-
-
ROAD A Box Culvert - 0/10
97.8
1233359
12611.04
ROAD A Box Culvert 0/10 (ii) & 1/2
43.8
691334
15783.9
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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-
-
ROAD A Box Culvert - 0/10
69.01
716049
10376.03
ROAD A Box Culvert 0/10 (ii) & 1/2
49.4
543209
10996.15
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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-
-
ROAD A Box Culvert - 0/10
10
956475
95609.27
ROAD A Box Culvert 0/10 (ii) & 1/2
9.41
899970
95609.27
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.
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-
-
ROAD A Box Culvert - 0/10
2.3
24025
10445.68
ROAD A Box Culvert 0/10 (ii) & 1/2
2.34
25273
10800.59
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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-
-
ROAD A Box Culvert - 0/10
3.57
21885
6130.27
ROAD A Box Culvert 0/10 (ii) & 1/2
12.14
73583
6061.28
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
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-
-
ROAD A Box Culvert - 0/10
8.69
57359
6600.62
ROAD A Box Culvert 0/10 (ii) & 1/2
6.37
49787
7815.88
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
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-
-
ROAD A Box Culvert - 0/10
58.65
409625
6984.23
ROAD A Box Culvert 0/10 (ii) & 1/2
20.7
187922
9078.36
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 0/10 (ii) & 1/2
820.84
170619
207.86
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 A Box Culvert 0/10 (ii) & 1/2
118
24651
208.91
Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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 A Box Culvert 0/10 (ii) & 1/2
25
113575
4543
Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
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ROAD A Box Culvert 0/10 (ii) & 1/2
132
36608
277.34
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
-
20858235
Add GST at 18%
1
-
3754482
Total Value put to Tender
1
-
24612717
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
-
20858235
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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