Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Tirunelveli, Tamil Nadu

Opening Date7 Oct 2024

Closing Date28 Oct 2024

Tender Amount₹ 5,21,69,000

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Costs

EMD
₹ 2,74,000
Document Cost
Refer Documents
Tender Fee
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Description

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Tender Id
2024_HWAY_491331_1
Bid Award Id
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Tender No
TN NO.31/2024-25/HDO, DATED 21.09.2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1193.5 kBTendernotice_1.pdf

NIT

BOQ-1523.8 kBBOQ_583726.xls

BOQ

Document-31.5 MBPB.pdf

PB

Document-21.3 MBPQ.pdf

PQ

Document-153.9 kBTender_Detail_2024...Tender_Detail_2024_HWAY_491331_1.html

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BOQ Items

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Quantity-

Rate-

Amount -

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ROAD A

Quantity2434.02

Rate300017

Amount 123.26

ROAD B

Quantity1558.88

Rate192147

Amount 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.

Quantity-

Rate-

Amount -

ROAD A

Quantity692.18

Rate1146824

Amount 1656.83

ROAD B

Quantity612.36

Rate1049156

Amount 1713.3

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)

Quantity-

Rate-

Amount -

ROAD A

Quantity588.37

Rate1027052

Amount 1745.59

ROAD B

Quantity520.52

Rate938122

Amount 1802.28

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-

Rate-

Amount -

ROAD A

Quantity865.23

Rate1818600

Amount 2101.87

ROAD B

Quantity1585.56

Rate3381999

Amount 2133

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 .

Quantity-

Rate-

Amount -

ROAD A

Quantity3460.9

Rate280817

Amount 81.14

ROAD B

Quantity9622.8

Rate780890

Amount 81.15

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.

Quantity-

Rate-

Amount -

ROAD A

Quantity3460.9

Rate64476

Amount 18.63

ROAD B

Quantity9622.8

Rate179272

Amount 18.63

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

Quantity7180.5

Rate193155

Amount 26.9

ROAD C

Quantity7500

Rate201825

Amount 26.91

ROAD D

Quantity3750

Rate100912

Amount 26.91

ROAD E

Quantity4500

Rate121095

Amount 26.91

ROAD G

Quantity9375

Rate252281

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 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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Amount -

ROAD A

Quantity28.6

Rate602

Amount 21.06

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 clause 504 ) of MORTH Rev-5

Quantity-

Rate-

Amount -

ROAD A

Quantity270.07

Rate2261522

Amount 8373.84

ROAD B

Quantity625.48

Rate5245375

Amount 8386.16

ROAD C

Quantity60.95

Rate511136

Amount 8386.16

ROAD D

Quantity43.14

Rate361778

Amount 8386.16

ROAD E

Quantity20.62

Rate172922

Amount 8386.16

ROAD G

Quantity98.46

Rate824488

Amount 8373.84

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.

Quantity-

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Amount -

ROAD A

Quantity320.1

Rate3418587

Amount 10679.75

ROAD B

Quantity288.68

Rate3082178

Amount 10676.8

ROAD C

Quantity225

Rate2402280

Amount 10676.8

ROAD D

Quantity112.5

Rate1201140

Amount 10676.8

ROAD E

Quantity135

Rate1441368

Amount 10676.8

ROAD G

Quantity281.25

Rate3003679

Amount 10679.75

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. as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900

Quantity-

Rate-

Amount -

ROAD A

Quantity386.96

Rate10312

Amount 26.65

ROAD B

Quantity354.96

Rate9459

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 C

Quantity400

Rate84264

Amount 210.66

ROAD D

Quantity300

Rate63198

Amount 210.66

ROAD E

Quantity240

Rate50558

Amount 210.66

ROAD G

Quantity500

Rate105330

Amount 210.66

Chipping the existing concrete pavement upto 50mm depth and Roughening the surface as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., ( Uniq Code No. W-0036 SOR 24-25 /P-28)

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Amount -

Road F CC Pavement

Quantity388

Rate15663

Amount 40.37

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.

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity92.3

Rate11376

Amount 123.26

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity526.51

Rate64897

Amount 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

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity10.48

Rate63857

Amount 6093.28

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.

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity24.62

Rate230575

Amount 9365.38

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.

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity22.4

Rate357272

Amount 15949.66

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.

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity18.96

Rate216263

Amount 11406.32

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-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity4.49

Rate428903

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.

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Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity2.34

Rate25347

Amount 10832.42

VCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT

Quantity-

Rate-

Amount -

Road F CC Pavement

Quantity388

Rate262718

Amount 677.11

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 Box Culvert 3/4 & 4/10

Quantity22.54

Rate139073

Amount 6170.06

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity175.51

Rate1081510

Amount 6162.1

Road F CC Pavement

Quantity116.4

Rate711114

Amount 6109.23

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

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity10.48

Rate80668

Amount 7697.35

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity186.03

Rate1495666

Amount 8039.92

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

Quantity-

Rate-

Amount -

ROAD A Box Culvert 3/4 & 4/10

Quantity38

Rate340206

Amount 8952.81

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity208.59

Rate2262723

Amount 10847.71

Providing and fixing SEEPAGE PIPES of 100mm 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 A Retaining Wall Km 3/2 - 4/0

Quantity290

Rate51475

Amount 177.5

Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete W-0221

Quantity-

Rate-

Amount -

Road F CC Pavement

Quantity38.8

Rate25351

Amount 653.4

FILLING behind Rtwall with Carted earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc.,CARTED EARTH with a lead of 5 km

Quantity-

Rate-

Amount -

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity27

Rate6076

Amount 225.06

Refilling behind the Retaining wall 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

Quantity-

Rate-

Amount -

ROAD A Retaining Wall Km 3/2 - 4/0

Quantity526.51

Rate14031

Amount 26.65

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

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 44211371

Add GST at 18%

Quantity1

Rate-

Amount 7958047

Total Value put to Tender

Quantity1

Rate-

Amount 52169418

Negotiated Percentage

Quantity1

Rate-

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-

Rate44211371

Amount -

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

Quantity-

Rate-

Amount -

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