Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date11 Oct 2024

Closing Date29 Oct 2024

Tender Amount₹ 2,69,00,000

Notes

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Costs

EMD
₹ 1,45,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tnv- 21 Sattur And Aruppukottai H C And M Sub Division

Description

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Contact

Tender Id
2024_HWAY_492954_1
Bid Award Id
View
Tender No
T N No. 41 2024-2025 HDO Dated 07 10 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

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Tender Notice-197.3 kBTendernotice_1.pdf

BOQ-1538.6 kBBOQ_585652.xls

Document-31.3 MBPB.pdf

Document-2405.6 kBPQ.pdf

Document-153.2 kBTender_Detail_2024...Tender_Detail_2024_HWAY_492954_1.html

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BOQ Items

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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 as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom) Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity27.16

Rate1839

Amount 49959.19

Road B

Quantity132.19

Rate1984

Amount 262349.56

Road C

Quantity327.84

Rate1879

Amount 616024.47

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.

Quantity-

Rate-

Amount -

Road A

Quantity18.1

Rate1929

Amount 34923.59

Road B

Quantity109.05

Rate2074

Amount 226243.85

Road C

Quantity213.09

Rate1969

Amount 419591.26

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.

Quantity-

Rate-

Amount -

Road c

Quantity3000

Rate21

Amount 65520

Road D

Quantity192.08

Rate21

Amount 4195.03

Road E

Quantity192.5

Rate21

Amount 4204.2

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 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

Quantity90.5

Rate2291

Amount 207404.28

Road B

Quantity165.23

Rate2291

Amount 378667.51

Road C

Quantity890.72

Rate2291

Amount 2041316.47

Road D

Quantity86.44

Rate2278

Amount 196949.22

Road E

Quantity86.63

Rate2278

Amount 197382.12

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

Quantity362

Rate81

Amount 29665.9

Road B

Quantity660.93

Rate81

Amount 54169.82

Road C

Quantity4795.39

Rate81

Amount 392982.21

Road D

Quantity576.25

Rate81

Amount 47212.16

Road E

Quantity577.5

Rate81

Amount 47297.25

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-

Rate-

Amount -

Road A

Quantity362

Rate18

Amount 6856.28

Road B

Quantity660.93

Rate18

Amount 12518.01

Road C

Quantity4795.39

Rate18

Amount 90824.69

Road D

Quantity576.25

Rate18

Amount 10908.41

Road E

Quantity577.5

Rate18

Amount 10926.3

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

Quantity770

Rate27

Amount 20905.5

Road B

Quantity1931.57

Rate27

Amount 52461.44

Road C

Quantity449.76

Rate27

Amount 12210.98

Road D

Quantity2561.25

Rate27

Amount 69537.94

Road E

Quantity3822.5

Rate27

Amount 103742.65

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

Quantity-

Rate-

Amount -

Road A

Quantity28.86

Rate21

Amount 618.76

Road C

Quantity73.37

Rate21

Amount 1573.05

DBM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Quantity-

Rate-

Amount -

Road C

Quantity239.76

Rate10405

Amount 2494726.78

DBM (Grade-II)-75mm Thick using VG 40 -Providing ,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm ,0.35cum of13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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 centra 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 ,tippe rtrucks, 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

Quantity-

Rate-

Amount -

Road B

Quantity107.32

Rate9849

Amount 1057041.9

BM (Grade -II) - 50mm Thick using VG 30- 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 37 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 using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm 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

Quantity-

Rate-

Amount -

Road A

Quantity56.6

Rate8858

Amount 501379.78

Road D

Quantity39.14

Rate8861

Amount 346843.02

Road E

Quantity52.25

Rate8861

Amount 463018.6

BC 30/40mm Thick (Grade - II) - using VG 30 - 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

Quantity-

Rate-

Amount -

Road A

Quantity33.96

Rate11287

Amount 383333.01

Road C

Quantity157.35

Rate11287

Amount 1776132.18

Road D

Quantity94.13

Rate11303

Amount 1064001.28

Road E

Quantity132

Rate11303

Amount 1492065.96

BC (Grade -II) - 50mm Thick using VG 30 - Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs 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 50mm 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 clause 507 of MORTH.

Quantity-

Rate-

Amount -

Road A

Quantity1.44

Rate10772

Amount 15512.26

Road C

Quantity3.67

Rate10772

Amount 39534.71

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cumof9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 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 temperatur ein 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 consolidate dby 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-

Rate-

Amount -

Road B

Quantity77.78

Rate11571

Amount 900042.94

Providing compaction for embankment/ making upo flow 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.

Quantity-

Rate-

Amount -

Road B

Quantity406.47

Rate26

Amount 10848.68

Road C

Quantity658.03

Rate26

Amount 17562.82

Providing and laying of earth for berms 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 the departmental engineers for making up of low berms including compaction by power roller as per MORTH Rev.V clasue No.111,112,202,301-305 & 900.

Quantity-

Rate-

Amount -

Road D

Quantity200

Rate238

Amount 47610

Road E

Quantity312

Rate238

Amount 74271.6

Cement Concrete kerb of M20 grade, Nominal Mix 1:1:5:3 using 20mm ISS size with top and bottom width 115 mm and 165mm respectively,200 mm high and foundation of 125 mm thick and kerb stone laid with kerb laying machine and cost and conveyance of all materials to site and cement at site including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Bodywall of Kerb wall.

Quantity-

Rate-

Amount -

Road B

Quantity2.08

Rate5170

Amount 10753.68

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

Quantity-

Rate-

Amount -

Road A

Quantity4.63

Rate283

Amount 1310.94

Road C - Box Culvert -Km -0/10

Quantity45.9

Rate283

Amount 12996.13

Road C - Box Culvert -Km - 1/4(ii)

Quantity3.5

Rate283

Amount 990.99

Removal of existing RCC 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.

Quantity-

Rate-

Amount -

Road C- Box Culvert -Km -0/10

Quantity75

Rate512

Amount 38469.75

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 Box Culvert AND RETURN WALL

Quantity-

Rate-

Amount -

Road A

Quantity55.61

Rate123

Amount 6854.49

Road C - Box Culvert -Km -0/10

Quantity147.9

Rate123

Amount 18230.15

Road C - Box Culvert -Km - 1/4(ii)

Quantity49.3

Rate123

Amount 6076.72

Plain Cement Concrete M20 gradeMix 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 forLEVELLING COURSE OF BOX CULVERT.

Quantity-

Rate-

Amount -

Road A

Quantity6.95

Rate6524

Amount 45346.8

Road C- Box Culvert -Km -0/10

Quantity16.74

Rate6538

Amount 109451.64

Road C - Box Culvert -Km - 1/4(ii)

Quantity5.81

Rate6551

Amount 38066.71

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

Quantity16.42

Rate10103

Amount 165897.5

Road C - Box Culvert -Km -0/10

Quantity53.7

Rate9773

Amount 524861.12

Road C - Box Culvert -Km - 1/4(ii)

Quantity13.68

Rate10166

Amount 139081

Quantity-

Rate-

Amount -

Road A

Quantity14.94

Rate16554

Amount 247322.74

Road C - Box Culvert -Km -0/10

Quantity36.16

Rate11900

Amount 430323.89

Road C - Box Culvert -Km - 1/4(ii)

Quantity12.46

Rate16610

Amount 206964.46

Quantity-

Rate-

Amount -

Road A

Quantity13.26

Rate11934

Amount 158252

Road C - Box Culvert -Km -0/10

Quantity54.77

Rate11592

Amount 634913.01

Road C - Box Culvert -Km - 1/4(ii)

Quantity10.66

Rate12057

Amount 128531.99

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

Quantity2.97

Rate95609

Amount 283672.7

Road C - Box Culvert -Km -0/10

Quantity11.55

Rate95609

Amount 1104191.46

Road C - Box Culvert -Km - 1/4(ii)

Quantity2.48

Rate95609

Amount 237493.43

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

Quantity1.17

Rate12142

Amount 14207.06

Road C - Box Culvert -Km -0/10

Quantity4.83

Rate11539

Amount 55738.15

Road C - Box Culvert -Km - 1/4(ii)

Quantity1.17

Rate12170

Amount 14238.9

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

Quantity6.72

Rate6524

Amount 43846.12

Road C - Box Culvert -Km -0/10

Quantity29.11

Rate6615

Amount 192565.85

Road C - Box Culvert -Km - 1/4(ii)

Quantity11.27

Rate6551

Amount 73840.25

Quantity-

Rate-

Amount -

Road A

Quantity3.49

Rate8279

Amount 28896.92

Road C - Box Culvert -Km -0/10

Quantity9.32

Rate7944

Amount 74045.44

Road C - Box Culvert -Km - 1/4(ii)

Quantity5.24

Rate8156

Amount 42737.49

Quantity-

Rate-

Amount -

Road A

Quantity12.67

Rate10098

Amount 127941.79

Road C - Box Culvert -Km -0/10

Quantity34.94

Rate9645

Amount 336998.75

Road C - Box Culvert -Km - 1/4(ii)

Quantity19

Rate9936

Amount 188784.95

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 C - Box Culvert -Km -0/10

Quantity832.82

Rate206

Amount 171594.23

Road C - Box Culvert -Km - 1/4(ii)

Quantity621.62

Rate206

Amount 128078.59

Quantity-

Rate-

Amount -

Road A

Quantity31.32

Rate207

Amount 6484.49

Road C - Box Culvert -Km -0/10

Quantity118

Rate207

Amount 24430.72

Road C - Box Culvert -Km - 1/4(ii)

Quantity88.5

Rate207

Amount 18323.04

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-

Rate-

Amount -

Road C - Box Culvert -Km -0/10

Quantity12.5

Rate4543

Amount 56787.5

Road C - Box Culvert -Km - 1/4(ii)

Quantity12.5

Rate4543

Amount 56787.5

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 C - Box Culvert -Km -0/10

Quantity132

Rate323

Amount 42741.6

Road C - Box Culvert -Km - 1/4(ii)

Quantity99

Rate324

Amount 32125.5

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

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate22780236

Amount -

Add GST at 18%

Quantity1

Rate4100442

Amount -

Total Value put to Tender

Quantity1

Rate26880678

Amount -

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-

Rate-

Amount 22780236

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

Quantity-

Rate-

Amount -

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Highways Department Tender