Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,02,00,000
Costs
EMD
₹ 2,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-05 Thoothukudi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_481287_1Tender No
T N No. 04 2024-2025 HDO Dated 14 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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ROAD A
4979.43
613764
123.26
... More
EARTH WORK FOR FORMATION OF EMBANKMENT / SUB GRADE
Earthwork 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 charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment / sub grade
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-
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ROAD A
2211.1
526263
238.01
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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 For Grading-V Material (Filter/ Separation Layer at Bottom)as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
-
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ROAD A
884.44
1675642
1894.58
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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 For Grading-III Material (Drainage Layer at Top) as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
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ROAD A
641.22
1271885
1983.54
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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 MORTH Rev-5 Clause No. 111, 112, 406 & 900.
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-
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ROAD A
3460.76
7435961
2148.65
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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 per MORTH Rev. V Clause No. 111,112,501,502 &900 .
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-
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ROAD A
20123.6
1646915
81.84
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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 per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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-
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ROAD A
20123.6
380134
18.89
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BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand 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 20-30tCMP 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 MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
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-
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ROAD A
1207.42
10589459
8770.32
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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 MORTH Rev. V Clause No. 111, 112, 501,507 & 900.
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ROAD A
603.71
6757869
11193.9
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EARTH WORK FOR MAKING UP OF LOW BERMS
Earthwork 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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms
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-
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ROAD A
2071.73
493092
238.01
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Dismantling the existing Random Rubble masonry in cement mortar in the existing causeway/bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc,complete as per MORTH Rev V Clause No.111,112 & 202
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-
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ROAD A (Box Culvert at km 44/6)
9.77
2766
283.14
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ROAD A (Box Culvert at km 45/4)
9.77
2766
283.14
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Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock and hard rock requiring blasting and 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 FOUNDATION OF BOX CULVERT AND RETURN WALL.
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-
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ROAD A (Box Culvert at km 44/6)
69.89
8614
123.26
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ROAD A (Box Culvert at km 45/4)
69.89
8614
123.26
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Plain Cement 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 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 LEVELLING COURSE OF BOX CULVERT AND RETURN WALL.
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-
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ROAD A (Box Culvert at km 44/6)
6.95
43290
6228.78
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ROAD A (Box Culvert at km 45/4)
6.95
43198
6215.68
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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 at km 44/6)
16.42
155182
9450.82
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ROAD A (Box Culvert at km 45/4)
16.42
154967
9437.71
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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 BODY WALL OF BOX CULVERT.
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-
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ROAD A (Box Culvert at km 44/6)
14.94
239391
16023.54
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ROAD A (Box Culvert at km 45/4)
14.94
239195
16010.43
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Vibrated Reinforced 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 A (Box Culvert at km 44/6)
13.26
151212
11403.68
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ROAD A (Box Culvert at km 45/4)
13.26
151038
11390.57
... More
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 at km 44/6)
2.98
285011
95609.27
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ROAD A (Box Culvert at km 45/4)
2.98
285011
95609.27
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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 A (Box Culvert at km 44/6)
1.17
8620
7368.33
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ROAD A (Box Culvert at km 45/4)
1.17
8605
7355.23
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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 FOOTINGS OF RETURN WALL.
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-
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ROAD A (Box Culvert at km 44/6)
20.39
128570
6305.56
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ROAD A (Box Culvert at km 45/4)
20.39
128303
6292.46
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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 STEM OF RETURN WALL-BELOW SILL LEVEL
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-
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ROAD A (Box Culvert at km 44/6)
8.73
67342
7713.93
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ROAD A (Box Culvert at km 45/4)
8.73
67228
7700.83
... 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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-
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ROAD A (Box Culvert at km 44/6)
31.67
299594
9459.87
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ROAD A (Box Culvert at km 45/4)
31.67
299179
9446.77
... 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 Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
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-
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ROAD A (Box Culvert at km 44/6)
568.8
117172
206
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ROAD A (Box Culvert at km 45/4)
568.8
117172
206
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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 and for approach road on both sides of culvert
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-
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ROAD A (Box Culvert at km 44/6)
73.75
15266
207
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ROAD A (Box Culvert at km 45/4)
73.75
15266
207
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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 at km 44/6)
12.5
56787
4543
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ROAD A (Box Culvert at km 45/4)
12.5
56787
4543
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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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-
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ROAD A (Box Culvert at km 44/6)
82.5
25798
312.71
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ROAD A (Box Culvert at km 45/4)
82.5
25798
312.71
... 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 for FOUNDATION OF RETAINING WALL
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-
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ROAD A ( Retaining wall at Km 45/4)
505.44
62300
123.26
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as pe standard specification for Foundation.
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-
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ROAD A ( Retaining wall at Km 45/4)
168.48
1060153
6292.46
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.(Below Sill Level)
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-
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ROAD A ( Retaining wall at Km 45/4
230.26
1720686
7472.8
... More
Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.(Above Sill Level)
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-
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ROAD A ( Retaining wall at Km 45/4)
520.77
4743589
9108.8
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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
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-
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ROAD A ( Retaining wall at Km 45/4)
230
46713
203.1
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Providing and Laying of Carted Earth for a lead of 5 km from approvef source including cost and convence of all labour charges including stacking them to departmental gauge for premeasurement including all charges etc complete
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-
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ROAD A ( Retaining wall at Km 45/4)
802.04
180507
225.06
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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
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42527019
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Add GST at 18%
1
-
7654863
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Total Value put to Tender
1
-
50181882
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Negotiated Percentage
1
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-
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Final Negotiated Value
1
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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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Total Value of Contract Including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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42527019
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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