Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Eprocure

Tiruvarur, Tamil Nadu

Opening Date30 Sep 2024

Closing Date22 Oct 2024

Tender Amount₹ 2,67,60,000

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Costs

EMD
₹ 1,44,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try71 Mannargudi H C And M Sub Division

Description

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Contact

Tender Id
2024_HWAY_488905_3
Bid Award Id
View
Tender No
TN.NO.28/2024-2025
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1110.3 kBTendernotice_1.pdf

TENDER NOTICE 28

BOQ-1373.2 kBBOQ_581793.xls

BOQ

Document-41.5 MBTRY71.pdf

DRAWINGS

Document-3384.6 kBPQVol1TRY71.pdf

Tender Documents Vol-I

Document-2364.5 kBPriceVol2TRY71.pdf

TENDER DOCUMENT VOLUME II

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900

Quantity384.63

Rate1107869

Amount 2880.35

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

Quantity961.59

Rate2973101

Amount 3091.86

Advance patch work to an average thickness of 50mm using premixed 45mm IRC metal over the existing BT surface using 44Kg of bitumen of grade 80/100 per cum of chips for premix and consolidation well including cost and conveyance of chips to work site and including cost of bitumen which shall be procured by the contractor himself and all labour charges etc., complete.

Quantity17.91

Rate75103

Amount 4193.4

Providing and laying Prime Coat over WMM surface using pressure distributor 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 Clause 503 of MORTH Rev-5

Quantity3869.47

Rate312730

Amount 80.82

Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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 Clause 503 of MORTH Rev-5

Quantity3869.47

Rate71623

Amount 18.51

Providing and laying Tack Coat over Existing BT surface using pressure distributor 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 and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Quantity7755.97

Rate207937

Amount 26.81

Providing and laying Tack Coat over Cement Concrete surface using pressure distributor 3.00Kg 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

Quantity91.49

Rate1914

Amount 20.93

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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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

Quantity674.29

Rate6216009

Amount 9218.6

BC (Grade-II) 30mm Thick using VG30 Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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

Quantity348.78

Rate3960477

Amount 11355.23

BC (Grade-I) 50mm Thick using VG30 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 0.26 cum of 2.36 and below IRC HBG metal with 62.40kgs of VG30 bitumen for premixing per 10sqm of 50mm thick 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 as per clause 507 of MORTH Rev-5

Quantity4.57

Rate49762

Amount 10888.92

Providing spreeding / 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.

Quantity393.35

Rate10486

Amount 26.66

Box Culvert

Quantity-

Rate-

Amount -

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. a)Dismantling brick masonry in cement mortar MORTH 111,112,202

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity15.02

Rate4252

Amount 283.14

At km 1/2

Quantity7.87

Rate2228

Amount 283.14

At km 1/8

Quantity67.98

Rate19247

Amount 283.14

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. b)Removal of cut stone slab/ by using deploying macineries MORTH 111,112,202

Quantity-

Rate-

Amount -

At km 1/8

Quantity9.6

Rate4924

Amount 512.93

Earth work 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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity167.42

Rate48446

Amount 289.37

At km 1/2

Quantity144.18

Rate41721

Amount 289.37

At km 1/8

Quantity218.13

Rate63120

Amount 289.37

Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity9.94

Rate68931

Amount 6934.78

At km 1/2

Quantity7.29

Rate50554

Amount 6934.78

At km 1/8

Quantity6.08

Rate42219

Amount 6943.98

Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with M.Sand 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 and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for base course in foundation of wing wall

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity1.34

Rate9443

Amount 7047.18

At km 1/2

Quantity1.8

Rate12684

Amount 7047.18

At km 1/8

Quantity7.39

Rate52146

Amount 7056.38

Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity62.4

Rate816771

Amount 13089.28

At km 1/2

Quantity45.12

Rate589677

Amount 13069.09

At km 1/8

Quantity39.42

Rate517222

Amount 13120.81

Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using M.sand 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 and in accordance with standard specification for - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity22.26

Rate229122

Amount 10293

At km 1/2

Quantity24.06

Rate229319

Amount 9531.15

At km 1/8

Quantity100.35

Rate889804

Amount 8867.01

Supply and fabrication of (HYSD) Steel Grade 500 as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity4.49

Rate429285

Amount 95609.27

At km 1/2

Quantity3.26

Rate311781

Amount 95609.27

At km 1/8

Quantity2.67

Rate255659

Amount 95609.27

Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping,ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity16.54

Rate11451

Amount 692.34

At km 1/2

Quantity13.42

Rate9291

Amount 692.34

At km 1/8

Quantity15.66

Rate10915

Amount 697.03

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900. for Culvert Portion (Approach)

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity3.75

Rate10443

Amount 2784.91

At km 1/2

Quantity2.98

Rate8299

Amount 2784.91

At km 1/8

Quantity2.38

Rate6628

Amount 2784.91

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900. for Culvert Portion (Approach)

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity1.73

Rate4983

Amount 2880.35

At km 1/2

Quantity1.37

Rate3946

Amount 2880.35

At km 1/8

Quantity1.1

Rate3168

Amount 2880.35

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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. for Approach

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity4.4

Rate13604

Amount 3091.86

At km 1/2

Quantity3.45

Rate10666

Amount 3091.86

At km 1/8

Quantity2.79

Rate8626

Amount 3091.86

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with average lead of 10 km 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for diversion road with conveyance of 10 Kms Lead.

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity115.75

Rate35466

Amount 306.41

At km 1/2

Quantity55.56

Rate17024

Amount 306.41

At km 1/8

Quantity64.82

Rate19861

Amount 306.41

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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. for Diversion Road

Quantity-

Rate-

Amount -

At km 0/2,0/8

Quantity28.13

Rate86974

Amount 3091.86

At km 1/2

Quantity13.5

Rate41740

Amount 3091.86

At km 1/8

Quantity15.75

Rate48696

Amount 3091.86

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

Rate-

Amount 22674621

Add GST at 18%

Quantity1

Rate-

Amount 4081432

Total Value put to Tender

Quantity1

Rate-

Amount 26756053

Quoted Percentage

Quantity1

Rate-

Amount -

Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted 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-

Rate22674621

Amount -

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

Quantity-

Rate-

Amount -

Quoted Rate in Words

Quantity-

Rate-

Amount -

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