Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Coimbatore, Tamil Nadu

Opening Date14 Sep 2024

Closing Date8 Oct 2024

Tender Amount₹ 2,54,00,000

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Costs

EMD
₹ 1,37,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_483376_1
Bid Award Id
View
Tender No
035 - 2024-25
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1139.7 kBTendernotice_1.pdf

Tender Notice

BOQ-1409.1 kBBOQ_574306.xls

Bill of Quantity

Document-5864.3 kB35.Pricebiddoc.pdf

Financial bid document Volume II

Document-4610.3 kB35.PQDocument.pdf

Pre Qualification Document Volume I

Document-3571.4 kB035.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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ROAD B

Quantity140

Rate3057

Amount 21.84

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 charges, materials, tools, equipments and all incidental charges, 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 Boxing. Morth No. 111, 112, 304

Quantity1

Rate-

Amount -

ROAD C

Quantity2514.6

Rate309949

Amount 123.26

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 (Morth No. 111, 112, 401, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity34.58

Rate77301

Amount 2235.44

ROAD C

Quantity610.5

Rate1340560

Amount 2195.84

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. MORTH No. 111, 112, 401, 900

Quantity1

Rate-

Amount -

ROAD C

Quantity330

Rate754310

Amount 2285.79

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 achieve 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 (Morth No. 111, 112, 406, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity110.13

Rate250712

Amount 2276.51

ROAD C

Quantity825

Rate1878120

Amount 2276.51

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm 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 (Morth No. 111, 112, 501, 502, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity440.5

Rate35984

Amount 81.69

ROAD C

Quantity3300

Rate269544

Amount 81.68

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm 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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity496.44

Rate9352

Amount 18.84

ROAD C

Quantity3300

Rate62172

Amount 18.84

Providing and laying Tack Coat over Existing BT surface using 2Kg 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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

ROAD A

Quantity13536.75

Rate366439

Amount 27.07

ROAD C

Quantity7700

Rate208439

Amount 27.07

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 20-30 ton 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 Grading II (Morth No. 111, 112, 505, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity22.03

Rate221900

Amount 10072.64

Providing ,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 , 13.20mm ,0.35 cum of 13.20 2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including costand conveyance of all materials to CMP site , heating the bitumen,aggregate and mixing the min the required temperature in central hotmixplant 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 crosssections and consolidated by Vibratory Roller to the required density etc.,including labour for attending to paver to site etc.,including hire and fuelcharges 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. Grading I (Morth No. 111, 112, 505, 900)

Quantity1

Rate-

Amount -

ROAD C

Quantity330

Rate3148242

Amount 9540.13

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum 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 at 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 (Morth No. 111, 112, 501, 507, 900)

Quantity1

Rate-

Amount -

ROAD A

Quantity406.13

Rate4428400

Amount 10903.9

Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum 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 at 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 (Morth No. 111, 112, 501, 507, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity19.86

Rate216551

Amount 10903.9

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum 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 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 at 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 (Morth No. 111, 112, 501, 507, 900)

Quantity1

Rate-

Amount -

ROAD C

Quantity440

Rate4918553

Amount 11178.53

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 charges, materials, tools, equipments and all incidental charges, 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. Morth No. 111, 112, 304

Quantity1

Rate-

Amount -

ROAD C

Quantity468

Rate12458

Amount 26.62

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 Morth No. 111, 112, 304

Quantity1

Rate-

Amount -

ROAD A

Quantity585

Rate99216

Amount 169.6

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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

ROAD B

Quantity251.44

Rate61984

Amount 246.52

Plain Cement Concrete of grade M15 (Nominal Mix)using 40mm ISS hard broken granite metal including cost and coveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall. Morth No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity1

Rate-

Amount -

ROAD B

Quantity13.12

Rate85017

Amount 6480

Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. (Morth No. 1000, 1500, 1600, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity5.02

Rate479484

Amount 95610

Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

Quantity1

Rate-

Amount -

ROAD B

Quantity77.3

Rate945379

Amount 12230

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity21.57

Rate203469

Amount 9433

Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)

Quantity1

Rate-

Amount -

ROAD B

Quantity5.44

Rate1104

Amount 203.1

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 21498804

Add GST at 18%

Quantity1

Rate-

Amount 3869785

Total Value put to Tender

Quantity1

Rate-

Amount 25368589

Differnce Amount (Excess/Less)

Quantity1

Rate-

Amount -

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Add GST at 18% of of Quoted Amount

Quantity1

Rate-

Amount -

Total Value of Quoted Amount Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate21498804

Amount -

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

Quantity-

Rate-

Amount -

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