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₹ 1,89,00,000

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Costs

EMD
₹ 1,05,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try-82 Mannargudi H Cand M Subdivision

Description

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Name of Work Widening and Strengthening, Improvements to Riding Quality Including Reconstruction of Box Culvert works in Govt. Roads in respect of Mannargudi (H) C&M Sub division. (TRY- 82) Road-A. Widening from Single Lane to Intermediate Lane and Strengthening at Km.0/0-0/900 of Melathalikkottai - Vadasery road and Including Reconstruction of Box Culvert at km 0/2 Road-B. Improvements to Riding Quality at Km.2/0- 5/0 of Valachery - Vellakudi - Vizhalkottagam - Sithambur road Road-C. Improvements to Riding Quality at Km.1/0- 2/0 of Paruthikkottai Village road

Contact

Tender Id
2024_HWAY_489634_1
Bid Award Id
View
Tender No
TN.NO.31 /2024-2025 SC
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1118.2 kBTendernotice_1.pdf

TENDER NOTICE NO 31/2024-2025

BOQ-1398.3 kBBOQ_581812.xls

BOQ

Document-31.1 MBTRY82.pdf

DRAWINGS

Document-2399.3 kBTenderBidTRY82.pdf

TENDER DOCUMENTS

Document-152.0 kBTender_Detail_2024...Tender_Detail_2024_HWAY_489634_1.html

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BOQ Items

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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 V Material. as per MORT&H Rev.V specifications No.111,112,401,900

Quantity-

Rate-

Amount -

Road A

Quantity349.27

Rate1028009

Amount 2943.31

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

Quantity-

Rate-

Amount -

Road A

Quantity158.76

Rate482431

Amount 3038.75

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.

Quantity-

Rate-

Amount -

Road B

Quantity157.5

Rate3439

Amount 21.84

Road C

Quantity157.5

Rate3439

Amount 21.84

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

Quantity-

Rate-

Amount -

Road A

Quantity396.89

Rate1227128

Amount 3091.86

Road B

Quantity47.26

Rate146121

Amount 3091.86

Road C

Quantity47.26

Rate146121

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.

Quantity-

Rate-

Amount -

Road A

Quantity8.38

Rate35482

Amount 4234.24

Road B

Quantity21.55

Rate93058

Amount 4318.28

Road C

Quantity7.2

Rate30371

Amount 4218.23

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 502 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity1593.07

Rate128767

Amount 80.83

Road B

Quantity472.5

Rate38182

Amount 80.81

Road C

Quantity472.5

Rate38187

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

Quantity-

Rate-

Amount -

Road A

Quantity1593.07

Rate29503

Amount 18.52

Road B

Quantity472.5

Rate8745

Amount 18.51

Road C

Quantity472.5

Rate8745

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

Quantity-

Rate-

Amount -

Road A

Quantity3475.87

Rate93188

Amount 26.81

Road B

Quantity10865

Rate291290

Amount 26.81

Road C

Quantity3312.5

Rate88808

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

Quantity-

Rate-

Amount -

Road A

Quantity19.11

Rate399

Amount 20.93

BM (Grade-II) 50mm-75mm Thick using VG30 Providing, laying 50mm-75mm 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/75mm 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

Quantity293.88

Rate2709162

Amount 9218.6

Road B

Quantity100.71

Rate928405

Amount 9218.6

Road C

Quantity33.19

Rate305965

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

Quantity-

Rate-

Amount -

Road A

Quantity152.07

Rate1726789

Amount 11355.23

Road B

Quantity340.13

Rate3862254

Amount 11355.23

Road C

Quantity113.55

Rate1289386

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 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

Quantity-

Rate-

Amount -

Road A

Quantity0.96

Rate10453

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.

Quantity-

Rate-

Amount -

Road A

Quantity177.98

Rate4744

Amount 26.66

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 makingup low berms with conveyance of 10 Kms Lead.

Quantity-

Rate-

Amount -

Road B

Quantity598.9

Rate183508

Amount 306.41

Road C

Quantity199.6

Rate61159

Amount 306.41

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 -

Road A

Quantity8.06

Rate2282

Amount 283.14

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 -

Road A

Quantity83.09

Rate24043

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 -

Road A

Quantity4.97

Rate34526

Amount 6947.05

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 -

Road A

Quantity0.67

Rate4729

Amount 7059.45

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 -

Road A

Quantity31.2

Rate408768

Amount 13101.55

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 -

Road A

Quantity11.13

Rate114697

Amount 10305.27

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 -

Road A

Quantity2.25

Rate214642

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 -

Road A

Quantity8.27

Rate5958

Amount 720.48

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 -

Road A

Quantity1.88

Rate5533

Amount 2943.31

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 -

Road A

Quantity0.87

Rate2643

Amount 3038.75

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 Approach

Quantity-

Rate-

Amount -

Road A

Quantity2.2

Rate6802

Amount 3091.86

Collection and supply of Carted earth with an average lead of 10km including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the to form diversion road as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 for diversion road

Quantity-

Rate-

Amount -

Road A

Quantity60.19

Rate18442

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 -

Road A

Quantity14.63

Rate45233

Amount 3091.86

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

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 16011283

Add GST at 18%

Quantity1

Rate-

Amount 2882031

Total Value put to Tender

Quantity1

Rate-

Amount 18893314

Quoted Percentage

Quantity1

Rate-

Amount -

Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

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Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate16011283

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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