Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Sivaganga, Tamil Nadu

Opening Date26 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 4,15,65,000

Email

Download

Costs

EMD
₹ 2,19,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu No 022 Tn No 08 2024 25 Hdo Dated 19 08 2024

Description

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Tender Id
2024_HWAY_477189_1
Bid Award Id
View
Tender No
MDU No 022 TN No 08 2024 25 HDO Dated 19 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-1101.4 kBTendernotice_1.pdf

Tender Notice No 09

BOQ-1480.8 kBBOQ_566729.xls

BOQ

Corrigendum-2524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

Corrigendum-1524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

Document-5594.5 kB022pq.pdf

Prequalification Document Vol I

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD D km 0/0-1/0

Quantity16.18

Rate64465

Amount 3984.25

ROAD D km 1/0-2/0

Quantity16.41

Rate65514

Amount 3992.38

ROAD E

Quantity15.33

Rate64168

Amount 4185.78

ROAD G

Quantity27.04

Rate105549

Amount 3903.44

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 and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Vth Revision Specification No. 111, 112, 202

Quantity-

Rate-

Amount -

ROAD A

Quantity287.5

Rate6279

Amount 21.84

ROAD B

Quantity290

Rate6333

Amount 21.84

ROAD C

Quantity78.33

Rate1710

Amount 21.84

ROAD D

Quantity171.04

Rate3735

Amount 21.84

ROAD G

Quantity137.5

Rate3003

Amount 21.84

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

Quantity-

Rate-

Amount -

ROAD A

Quantity86.25

Rate196043

Amount 2272.97

ROAD B

Quantity87

Rate197748

Amount 2272.97

ROAD C

Quantity23.5

Rate53414

Amount 2272.97

ROAD D

Quantity77

Rate191034

Amount 2480.97

ROAD E

Quantity503.78

Rate1249863

Amount 2480.97

ROAD F km 2/8

Quantity11.58

Rate28729

Amount 2480.97

ROAD F km 3/10

Quantity41.67

Rate103382

Amount 2480.97

ROAD G

Quantity82.5

Rate187520

Amount 2272.97

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

Quantity-

Rate-

Amount -

ROAD A

Quantity862.5

Rate70604

Amount 81.86

ROAD B

Quantity870

Rate71183

Amount 81.82

ROAD C

Quantity235

Rate19225

Amount 81.81

ROAD D

Quantity513.13

Rate41984

Amount 81.82

ROAD E

Quantity2013.23

Rate164782

Amount 81.85

ROAD F km 2/8

Quantity46.3

Rate3789

Amount 81.85

ROAD F km 3/10

Quantity166.68

Rate13644

Amount 81.86

ROAD G

Quantity412.5

Rate33746

Amount 81.81

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

Quantity-

Rate-

Amount -

ROAD A

Quantity862.5

Rate16309

Amount 18.91

ROAD B

Quantity870

Rate16434

Amount 18.89

ROAD C

Quantity235

Rate4439

Amount 18.89

ROAD D

Quantity513.13

Rate9693

Amount 18.89

ROAD E

Quantity2013.23

Rate38050

Amount 18.9

ROAD F km 2/8

Quantity46.3

Rate875

Amount 18.9

ROAD F km 3/10

Quantity166.68

Rate3150

Amount 18.9

ROAD G

Quantity412.5

Rate7792

Amount 18.89

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.

Quantity-

Rate-

Amount -

ROAD A

Quantity15712.5

Rate426280

Amount 27.13

ROAD B

Quantity6630

Rate179739

Amount 27.11

ROAD C

Quantity7647.5

Rate207323

Amount 27.11

ROAD D

Quantity7687.5

Rate208408

Amount 27.11

ROAD E

Quantity3870

Rate104954

Amount 27.12

ROAD G

Quantity8497.5

Rate230367

Amount 27.11

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 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

Quantity102.75

Rate899820

Amount 8757.38

ROAD B

Quantity92.81

Rate812772

Amount 8757.38

ROAD C

Quantity12.5

Rate109467

Amount 8757.38

ROAD D

Quantity93.59

Rate830424

Amount 8873

ROAD E

Quantity104.49

Rate927139

Amount 8873

ROAD F km 2/8

Quantity2.32

Rate20585

Amount 8873

ROAD F km3/10

Quantity8.33

Rate73912

Amount 8873

ROAD G

Quantity26.13

Rate228830

Amount 8757.38

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

Quantity497.25

Rate5495969

Amount 11052.73

ROAD B

Quantity225

Rate2486864

Amount 11052.73

ROAD C

Quantity236.85

Rate2617839

Amount 11052.73

ROAD D

Quantity247.4

Rate2763482

Amount 11170.1

ROAD E

Quantity178.74

Rate1996543

Amount 11170.1

ROAD F km 2/8

Quantity1.39

Rate15526

Amount 11170.1

ROAD F km 3/10

Quantity5

Rate55850

Amount 11170.1

ROAD G

Quantity267.3

Rate2954394

Amount 11052.73

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

Quantity-

Rate-

Amount -

ROAD A

Quantity1326

Rate362435

Amount 273.33

ROAD B

Quantity480

Rate111504

Amount 232.3

ROAD C

Quantity333

Rate77355

Amount 232.3

ROAD D

Quantity600

Rate122970

Amount 204.95

ROAD E

Quantity300

Rate61485

Amount 204.95

ROAD G

Quantity324

Rate75265

Amount 232.3

Earth work Excavation including removal and satisfactory disposal of all materials necessary for the construction of surface including clearing of road surface and spraying as per Clause 503 of MORT & H V revision and directed by the Engineer - box cutting

Quantity-

Rate-

Amount -

ROAD E

Quantity1049.95

Rate129416

Amount 123.26

Providing, laying, spreading and compacting graded stone aggregates of GSB Gr. V as per specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers as Sub Base on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.401 of MoRT & H, Specifications for Road and Bridge Works - V Revision

Quantity-

Rate-

Amount -

ROAD E

Quantity200.88

Rate512513

Amount 2551.34

ROAD F km 2/8

Quantity4.63

Rate11934

Amount 2577.74

ROAD F km 3/10

Quantity16.65

Rate43139

Amount 2590.94

Providing, laying, spreading and compacting graded stone aggregates of GSB Gr. III as per specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers as Sub Base on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.401 of MoRT & H, Specifications for Road and Bridge Works - V Revision.

Quantity-

Rate-

Amount -

ROAD E

Quantity267.24

Rate706224

Amount 2642.66

ROAD F km 2/8

Quantity37.62

Rate100410

Amount 2669.06

ROAD F km 3/10

Quantity53.35

Rate143098

Amount 2682.26

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer c). Formation of Diversion road using carted earth with a lead of 1 km

Quantity-

Rate-

Amount -

ROAD E

Quantity455.15

Rate93282

Amount 204.95

ROAD F km 2/8

Quantity298.27

Rate61130

Amount 204.95

ROAD F km 3/10

Quantity310.77

Rate63692

Amount 204.95

Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804

Quantity-

Rate-

Amount -

ROAD E

Quantity1

Rate2197

Amount 2197

Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804

Quantity-

Rate-

Amount -

ROAD E

Quantity4

Rate2298

Amount 574.65

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity149.2

Rate43268

Amount 290

ROAD E km 0/6

Quantity42.32

Rate10432

Amount 246.52

ROAD E km 0/10(ii)

Quantity42.32

Rate10432

Amount 246.52

ROAD F km 2/8

Quantity149.2

Rate43268

Amount 290

ROAD F km 3/10

Quantity356.33

Rate103335

Amount 290

Dismantling the existing RR Masonry in Cement Mortor walls under 3m high in the existing causeway and clearing away from the work site and carefully stacking the useful 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 E km 0/4

Quantity3.3

Rate934

Amount 283.14

Vibrated Cement concrete in M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity9.54

Rate64061

Amount 6715

ROAD F km 2/8

Quantity9.14

Rate61576

Amount 6737

ROAD F km 3/10

Quantity18.09

Rate122053

Amount 6747

Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm 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 standard specification 1000,1500,1600,1700,2200 & 900 for Box Culvert

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity31.2

Rate401512

Amount 12869

ROAD F km 2/8

Quantity31.2

Rate402199

Amount 12891

ROAD F km 3/10

Quantity94.11

Rate1170540

Amount 12438

Vibrated cement concrete of grade M20 using 40mm ISS HBG 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 depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, & parapet wall..

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity42.17

Rate380710

Amount 9028

ROAD F km 2/8

Quantity42.17

Rate381638

Amount 9050

ROAD F km 3/10

Quantity65.82

Rate586258

Amount 8907

Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 1700, 2702, 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity19.11

Rate13654

Amount 714.5

ROAD F km 2/8

Quantity19.11

Rate13686

Amount 716.2

ROAD F km 3/10

Quantity66.79

Rate47888

Amount 717

Supply and fabrication of steel Grade Fe-550D 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 E km 0/4

Quantity2.29

Rate218946

Amount 95610

ROAD F km 2/8

Quantity2.29

Rate218946

Amount 95610

ROAD F km 3/10

Quantity7.7

Rate736197

Amount 95610

Stone Dust Filling behind the abutments and Wings with Stone Dust including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete as per MORTH Vth Revision Specification No. 304, 900

Quantity-

Rate-

Amount -

ROAD E km 0/6

Quantity11.79

Rate7040

Amount 597.17

ROAD E km 0/10(ii)

Quantity11.79

Rate7040

Amount 597.17

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete.

Quantity-

Rate-

Amount -

ROAD F km 3/10

Quantity6

Rate14988

Amount 2498.1

Supply and fixing of NP 3 class RCC pipe and colers with flush joint to a size of 1000mm inner diameter with wall thickness 115mm to a length of 2.5m in RCC M35 with reinforcement as per table 5 of US 458 2003 to a ultimate load capacity of 71.58 KN/Linearmetre including cost of conveyance of all materials and steel including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specifications. IS458:2003

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity7.5

Rate32076

Amount 4276.8

ROAD E km 0/6

Quantity10

Rate42768

Amount 4276.8

ROAD E km 0/10(ii)

Quantity10

Rate42768

Amount 4276.8

ROAD F km 2/8

Quantity7.5

Rate32076

Amount 4276.8

ROAD F km 3/10

Quantity7.5

Rate32076

Amount 4276.8

Fixing of NP 3 class RCC pipe and colers with flush joint to a size of 1000mm inner diameter with wall thickness 115mm to a length of 2.5m in RCC M35 with reinforcement as per table 5 of US 458 2003 to a ultimate load capacity of 71.58 KN/Linearmetre including cost of conveyance of all materials and steel including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specifications. IS458:2003

Quantity-

Rate-

Amount -

ROAD E km 0/4

Quantity7.5

Rate1996

Amount 266.2

ROAD E km 0/6

Quantity10

Rate2662

Amount 266.2

ROAD E km 0/10(ii)

Quantity10

Rate2662

Amount 266.2

ROAD F km 2/8

Quantity7.5

Rate1996

Amount 266.2

ROAD F km 3/10

Quantity7.5

Rate1996

Amount 266.2

Cement concrete of grade M10 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork,softwater,labour charges for mixing,transporting,laying and curing concrete,working at depths,tools and plants and maintaining of prtective bunds,cofferdams,shoring,strutting etc.,complete as per relevant standard specifications for body wall(below sill)

Quantity-

Rate-

Amount -

ROAD E km 0/6

Quantity0.97

Rate5858

Amount 6039.67

ROAD E km 0/10(ii)

Quantity0.97

Rate5858

Amount 6039.67

Vibrated cement concrete of grade M20 using 40mm ISS HBG 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 depths, tools and plants and including all other incidental charges etc., complete as per relevant standard specifications for body wall (above sill)

Quantity-

Rate-

Amount -

ROAD E km 0/6

Quantity11.75

Rate109271

Amount 9299.7

ROAD E km 0/10(ii)

Quantity11.75

Rate109271

Amount 9299.7

Dismantling of plain cement concrete,clearing away and carefully stacking useful materials for reuse etc.,complete.(SI no W34 SOR 24-25 p.no 28)

Quantity-

Rate-

Amount -

ROAD E km 0/6

Quantity5.55

Rate2698

Amount 486.2

ROAD E km 0/10(ii)

Quantity5.55

Rate2698

Amount 486.2

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.3 kg per sqm tack coat over dry lean cement concrete cleaned with mechanical broom as per clause of MORTH Vth Revision Specification No. 111, 112, 501, 503, 900 - Over concrete surface

Quantity-

Rate-

Amount -

Road E

Quantity11.55

Rate247

Amount 21.4

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 35224189

Add GST at 18%

Quantity1

Rate-

Amount 6340354

Total Value put to Tender

Quantity1

Rate-

Amount 41564543

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-

Rate35224189

Amount -

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

Quantity-

Rate-

Amount -

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