Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Dindigul, Tamil Nadu

Opening Date24 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 5,61,50,000

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Costs

EMD
₹ 2,92,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu No 006 Tn No 05 2024 25 Hdo Dated 14 08 2024

Description

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Tender Id
2024_HWAY_476744_1
Bid Award Id
View
Tender No
MDU No 006 TN No 05 2024 25 HDO Dated 14 08 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-2460.4 kBpqnotice05.pdf

Tender Notice-1102.9 kBTendernotice_1.pdf

Tender Notice No 05

BOQ-1439.8 kBBOQ_566202.xls

BOQ

Corrigendum-2524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

Corrigendum-1524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD C

Quantity2549.86

Rate314295

Amount 123.26

ROAD D

Quantity3744.19

Rate461508

Amount 123.26

ROAD E

Quantity1908

Rate235180

Amount 123.26

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 site and disposal of all surplus materials etc., complete as per standard specification. For making up low berms including forming Sub Grade

Quantity-

Rate-

Amount -

ROAD D

Quantity1656.72

Rate326324

Amount 196.97

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- III Material

Quantity-

Rate-

Amount -

ROAD A

Quantity55.3

Rate103851

Amount 1877.96

ROAD B

Quantity350

Rate675766

Amount 1930.76

ROAD C

Quantity373.34

Rate696189

Amount 1864.76

ROAD D

Quantity319.51

Rate667507

Amount 2089.16

ROAD E

Quantity350

Rate763546

Amount 2181.56

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material

Quantity-

Rate-

Amount -

ROAD A

Quantity69.12

Rate123618

Amount 1788.46

ROAD B

Quantity665

Rate1224437

Amount 1841.26

ROAD C

Quantity952

Rate1690047

Amount 1775.26

ROAD D

Quantity718.92

Rate1437595

Amount 1999.66

ROAD E

Quantity420

Rate878665

Amount 2092.06

Wet Mix Macadam (Table 400-13) 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 roller 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 Specification no.111,112,406,900

Quantity-

Rate-

Amount -

ROAD A

Quantity138.26

Rate305636

Amount 2210.59

ROAD B

Quantity875

Rate1934266

Amount 2210.59

ROAD C

Quantity933.34

Rate2063232

Amount 2210.59

ROAD D

Quantity798.79

Rate1765797

Amount 2210.59

ROAD E

Quantity875

Rate1934266

Amount 2210.59

Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.

Quantity-

Rate-

Amount -

ROAD B

Quantity36.97

Rate139679

Amount 3778.18

ROAD C

Quantity36.13

Rate132253

Amount 3660.48

ROAD D

Quantity28.68

Rate106236

Amount 3704.2

ROAD E

Quantity34.7

Rate133580

Amount 3849.57

Prime coat 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 Specification no. 111, 112, 501,502,900- over WMM

Quantity-

Rate-

Amount -

ROAD A

Quantity552.99

Rate45173

Amount 81.69

ROAD B

Quantity3500

Rate285915

Amount 81.69

ROAD C

Quantity3727.85

Rate304528

Amount 81.69

ROAD D

Quantity3195.15

Rate260947

Amount 81.67

ROAD E

Quantity3500

Rate285985

Amount 81.71

Tack coat - 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 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

ROAD A

Quantity552.99

Rate10418

Amount 18.84

ROAD B

Quantity3500

Rate65940

Amount 18.84

ROAD C

Quantity3727.85

Rate70232

Amount 18.84

ROAD D

Quantity3195.15

Rate60164

Amount 18.83

ROAD E

Quantity3500

Rate65975

Amount 18.85

Tack coat - 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 and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

ROAD B

Quantity8028.76

Rate217338

Amount 27.07

ROAD C

Quantity8070.75

Rate218475

Amount 27.07

ROAD D

Quantity6826.13

Rate184783

Amount 27.07

ROAD E

Quantity7500

Rate203100

Amount 27.08

Tack coat - 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 per Clause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

ROAD C

Quantity53.9

Rate1149

Amount 21.32

ROAD D

Quantity50.6

Rate1078

Amount 21.31

Dense Bituminous Macadam 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 - Grading II

Quantity-

Rate-

Amount -

ROAD A

Quantity30.41

Rate308847

Amount 10156.12

ROAD B

Quantity210

Rate2132785

Amount 10156.12

ROAD C

Quantity223.68

Rate2271720

Amount 10156.12

ROAD D

Quantity175.73

Rate1784734

Amount 10156.12

ROAD E

Quantity210

Rate2132785

Amount 10156.12

Bituminous Concrete (Table 500-17) 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II

Quantity-

Rate-

Amount -

ROAD A

Quantity16.59

Rate182452

Amount 10997.75

ROAD B

Quantity345.89

Rate3804011

Amount 10997.75

ROAD C

Quantity355.58

Rate3910579

Amount 10997.75

ROAD D

Quantity302.17

Rate3323190

Amount 10997.75

ROAD E

Quantity330

Rate3629257

Amount 10997.75

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 (Earth work compaction only)

Quantity-

Rate-

Amount -

ROAD A

Quantity45

Rate1198

Amount 26.64

ROAD B

Quantity437

Rate11641

Amount 26.64

ROAD C

Quantity478

Rate12733

Amount 26.64

ROAD D

Quantity434

Rate11561

Amount 26.64

ROAD E

Quantity337.5

Rate8991

Amount 26.64

Dismantling Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202

Quantity-

Rate-

Amount -

R.R.Masonry

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity5.85

Rate1656

Amount 283.14

Cut Stone Slab

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity12

Rate6155

Amount 512.93

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 111,112,304 for Dressing the bed up to Sill Level

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity19.38

Rate2388

Amount 123.26

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 111,112,304 for foundation

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity193.42

Rate55969

Amount 289.37

EarthworkExcavation inall classesof soils except hard rock requiring blasting and depositingonbank withall leadsand lifts as per SS20B including cost of all labour, materials, tools, equipmentsandall incidental charges and sheeting, shoring, bracing and theirsubsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottomof excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Body wall and pipes

Quantity-

Rate-

Amount -

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity86.14

Rate21235

Amount 246.52

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity63.35

Rate15617

Amount 246.52

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity86.14

Rate21235

Amount 246.52

Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course (BOX CULVERT)

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity26.22

Rate156888

Amount 5983.53

Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to work site including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curingwithall leads for soft potable water, working in all depths includinghire, runningandfuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall

Quantity-

Rate-

Amount -

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity3.86

Rate20554

Amount 5325.05

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity2.1

Rate11710

Amount 5576.3

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity3.86

Rate21569

Amount 5588

Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of 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 for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity32.23

Rate386379

Amount 11988.18

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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity1.84

Rate175729

Amount 95609.27

Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900

Quantity-

Rate-

Amount -

ROAD C (FOR BOX CULVERT AT KM 0/4)

Quantity192.54

Rate1465685

Amount 7612.37

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity40.2

Rate300187

Amount 7467.34

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity18.29

Rate169630

Amount 9274.49

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity40.2

Rate310757

Amount 7730.29

Supplyof 1000 mm dia RCC NP3 class pipes confirming to IS458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental chargesetc., complete as per standard specification.

Quantity-

Rate-

Amount -

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity10

Rate42768

Amount 4276.8

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity15

Rate64152

Amount 4276.8

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity10

Rate42768

Amount 4276.8

Laying and fixing of 1000 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes

Quantity-

Rate-

Amount -

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity10

Rate2662

Amount 266.2

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity15

Rate3993

Amount 266.2

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity10

Rate2662

Amount 266.2

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 -

ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)

Quantity9.46

Rate2348

Amount 248.21

ROAD E (FOR PIPE CULVERT AT KM 0/4)

Quantity15.71

Rate5709

Amount 363.42

ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)

Quantity9.46

Rate3494

Amount 369.39

Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408.

Quantity-

Rate-

Amount -

ROAD A (JUNCTION IMPROVEMENT)

Quantity91.96

Rate42063

Amount 457.41

Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures,spread,greaded and compacted as per CL:407 of MORTH

Quantity-

Rate-

Amount -

ROAD A (JUNCTION IMPROVEMENT)

Quantity20.85

Rate4106

Amount 196.97

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 47583624

Add GST at 18%

Quantity1

Rate-

Amount 8565052

Total Value put to Tender

Quantity1

Rate-

Amount 56148676

Excess/Less Percentage

Quantity1

Rate-

Amount -

Final Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final 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-

Rate47583624

Amount -

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

Quantity-

Rate-

Amount -

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