Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Eprocure

Tirunelveli, Tamil Nadu

Opening Date3 Oct 2024

Closing Date28 Oct 2024

Tender Amount₹ 5,67,35,000

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Costs

EMD
₹ 2,95,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tnv 54 Ambasamudram (h) C And M Sub Division

Description

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Tender Id
2024_HWAY_490307_1
Bid Award Id
View
Tender No
T.N.No.30/2024-25/HDO, DATED 20.09.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1202.5 kBTendernotice_1.pdf

NIT

BOQ-1476.2 kBBOQ_582555.xls

BOQ

Document-31.3 MBPB.pdf

Price Bid

Document-2741.0 kBPQ.pdf

PQ

Document-154.0 kBTender_Detail_2024...Tender_Detail_2024_HWAY_490307_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD - A

Quantity9555.8

Rate1010716

Amount 105.77

ROAD - C

Quantity6142.5

Rate624385

Amount 101.65

ROAD - D

Quantity5160

Rate524514

Amount 101.65

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.

Quantity-

Rate-

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ROAD - A

Quantity674.42

Rate1117399

Amount 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) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

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Amount -

ROAD - A

Quantity410.16

Rate715971

Amount 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

Quantity-

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Amount -

ROAD - A

Quantity1077.9

Rate2265605

Amount 2101.87

ROAD - C

Quantity41.54

Rate87311

Amount 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

Quantity-

Rate-

Amount -

ROAD - A

Quantity4311.6

Rate350145

Amount 81.21

ROAD - C

Quantity276.88

Rate22479

Amount 81.19

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 MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

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Amount -

ROAD - A

Quantity4311.6

Rate80411

Amount 18.65

ROAD - C

Quantity276.88

Rate5161

Amount 18.64

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.

Quantity-

Rate-

Amount -

ROAD - A

Quantity9555.8

Rate257242

Amount 26.92

ROAD - B

Quantity7000

Rate188440

Amount 26.92

ROAD - C

Quantity6592.5

Rate177470

Amount 26.92

ROAD - D

Quantity6337.5

Rate170542

Amount 26.91

Tack Coat Over Dry Lean Cement Concrete Surface Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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

Quantity109.2

Rate2303

Amount 21.09

DBM (Grade-I) 80mm Thick Using VG30 Bitumen Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5

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ROAD - A

Quantity338.63

Rate3069826

Amount 9065.43

BM (Grade-II) 50mm Thick Using VG30 Bitumen - Providing, laying 75mm consolidated thick Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5

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ROAD - B

Quantity350

Rate2924131

Amount 8354.66

ROAD - C

Quantity36.35

Rate303691

Amount 8354.66

ROAD - D

Quantity58.88

Rate491922

Amount 8354.66

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 Roller 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

Quantity-

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ROAD - A

Quantity479.22

Rate5102341

Amount 10647.18

ROAD - B

Quantity210

Rate2235907

Amount 10647.18

ROAD - C

Quantity206.09

Rate2194277

Amount 10647.18

ROAD - D

Quantity190.13

Rate2024348

Amount 10647.18

COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

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ROAD - A

Quantity417.66

Rate11130

Amount 26.65

EARTH WORK FOR BERMS INCL. COMPACTION 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 making up of low berms with conveyance Lead for Carted Earth: 3

Quantity-

Rate-

Amount -

ROAD - B

Quantity174

Rate36654

Amount 210.66

ROAD - C

Quantity280

Rate59024

Amount 210.8

ROAD - D

Quantity278

Rate58602

Amount 210.8

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 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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Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity15.15

Rate4289

Amount 283.14

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 & Retaining Wall,

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity170.35

Rate20997

Amount 123.26

ROAD - B Retaining Wall

Quantity1290.24

Rate159034

Amount 123.26

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) 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

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity25.98

Rate157554

Amount 6064.45

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 & DRAINAGE.

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Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity61.56

Rate569868

Amount 9257.13

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 & DRAINAGE.

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity42.54

Rate672416

Amount 15806.68

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 & DRAINAGE.

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity51.77

Rate576784

Amount 11141.29

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.

Quantity-

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Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity10.2

Rate975596

Amount 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.

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity3.51

Rate37919

Amount 10803.24

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.

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity17.82

Rate108062

Amount 6064.1

ROAD - B Retaining Wall

Quantity322.56

Rate2142282

Amount 6641.5

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

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity8.64

Rate69799

Amount 8078.62

ROAD - B Retaining Wall

Quantity677.38

Rate5214478

Amount 7698.01

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

Quantity-

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Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity24.09

Rate230243

Amount 9557.62

ROAD - B Retaining Wall

Quantity1125.22

Rate9845562

Amount 8749.9

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

Quantity-

Rate-

Amount -

ROAD - B Retaining Wall

Quantity645.1

Rate131019

Amount 203.1

Earth Filling to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304 by using Carted Earth with a lead of 5 km

Quantity-

Rate-

Amount -

ROAD - B Retaining Wall

Quantity671.03

Rate111464

Amount 166.11

Refilling to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304

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Rate-

Amount -

ROAD - B

Quantity1290.24

Rate55286

Amount 42.85

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.

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity1336.86

Rate277879

Amount 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 and for approach road on both sides of culvert.

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Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity191.75

Rate40048

Amount 208.86

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.

Quantity-

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Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity37.5

Rate170362

Amount 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

Quantity-

Rate-

Amount -

ROAD - A Culvert at Km 0/6, 1/4, 1/10

Quantity214.5

Rate60268

Amount 280.97

Calculation of SubTotal, GST and Total Amount carried out by system automatically

Quantity-

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 48080857

Add GST at 18%

Quantity1

Rate-

Amount 8654554

Total Value put to Tender

Quantity1

Rate-

Amount 56735411

Negotiated Percentage

Quantity1

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Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate48080857

Amount -

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

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Amount -

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