Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Tiruvarur, Tamil Nadu

Opening Date27 Dec 2024

Closing Date6 Jan 2025

Tender Amount₹ 1,05,60,000

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Costs

EMD
₹ 63,000
Document Cost
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Tender Fee
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Summary

Try-101 Thituthuraipoondi H C And M Sub Division

Description

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Junction Improvements and Reconstruction of Box culvert in Govt roads in respect of Thiruthraipoondi (H) C&M Sub Division (TRY 101) Road-A Providing Junction Improvements at km 61/2 of Thanjavur - Mannargudi - Thiruthuraipoondi - Vedaranyam - Kodiakkarai road Road-B: Reconstruction of Box culvert at km 69/6 (i) of Thanjavur - Mannargudi - Thiruthuraipoondi - Vedaranyam - Kodiakkarai road Road-C: Reconstrction of Box culvert at km 1/4 & 1/8 of Nedumbalam - Maruthavanam road

Contact

Tender Id
2024_HWAY_513893_2
Bid Award Id
View
Tender No
TN.NO.53/2024-25
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1115.5 kBTendernotice_1.pdf

TENDER NOTICE 53

BOQ-1463.4 kBBOQ_611221.xls

BOQ

Document-3862.3 kBTRY101.pdf

DRAWINGS

Document-2397.0 kBTenderBidTRY101.pd...TenderBidTRY101.pdf

TENDER DOCUMENTS

Document-151.8 kBTender_Detail_2024...Tender_Detail_2024_HWAY_513893_2.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

Quantity126.42

Rate2954

Amount 373495.25

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

Quantity60.2

Rate3051

Amount 183676.22

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

Quantity150.5

Rate3280

Amount 493776.96

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

Quantity602

Rate80

Amount 48196.12

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

Quantity602

Rate18

Amount 11022.62

Providing and laying Tack Coat over Existing BT surface using pressure distributor 2.00 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.

Quantity-

Rate-

Amount -

Road A

Quantity1663

Rate26

Amount 44318.95

DBM (Grade-II) 60mm Thick using VG30 Providing, laying 60mm 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 of 50mm thick 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 60mm 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

Quantity-

Rate-

Amount -

Road A

Quantity139.26

Rate10803

Amount 1504487.05

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

Quantity67.95

Rate11544

Amount 784445.38

Spreading and compacting 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

Quantity337.12

Rate26

Amount 8987.62

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 Plain cement concrete MORTH 111,112,202

Quantity-

Rate-

Amount -

Road B

Quantity17.22

Rate486

Amount 8372.36

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 work in cement mortar MORTH 111,112,202

Quantity-

Rate-

Amount -

Road C

Quantity29.64

Rate283

Amount 8392.27

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 B

Quantity338.69

Rate289

Amount 98006.73

Road C

Quantity411.55

Rate289

Amount 119090.22

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 B

Quantity10.43

Rate7333

Amount 76491.01

Road C

Quantity12.18

Rate7260

Amount 88427.9

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 foundation of wing wall

Quantity-

Rate-

Amount -

Road B

Quantity2.53

Rate7446

Amount 18838.76

Road C

Quantity7.45

Rate7372

Amount 54925.05

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 B

Quantity70.14

Rate12802

Amount 897986.29

Road C

Quantity78.84

Rate13436

Amount 1059365.98

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 B

Quantity63.35

Rate9391

Amount 594971.16

Road C

Quantity109.82

Rate9417

Amount 1034218.87

Supply and fabrication of (HYSD) Steel 500 Grade 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 B

Quantity5.35

Rate95609

Amount 511031.55

Road C

Quantity5.35

Rate95609

Amount 511318.38

Providing and fixing 100mm 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 backfill arrangements with 100mm size broken granite stones ate the periphery and labour charges for fixing etc., complete to draing the backfill as per standard specification.

Quantity-

Rate-

Amount -

Road B

Quantity9.6

Rate192

Amount 1848

Road C

Quantity11.2

Rate192

Amount 2156

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 B

Quantity74.81

Rate917

Amount 68635.18

Road C

Quantity33.99

Rate879

Amount 29909.16

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

Quantity-

Rate-

Amount -

Road B

Quantity6.46

Rate3060

Amount 19767.6

Road C

Quantity4.51

Rate3007

Amount 13562.47

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

Quantity-

Rate-

Amount -

Road B

Quantity3.04

Rate3156

Amount 9596.37

Road C

Quantity2.13

Rate3103

Amount 6611.31

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. for Culvert Portion

Quantity-

Rate-

Amount -

Road B

Quantity7.7

Rate3280

Amount 25263.01

Road C

Quantity5.4

Rate3280

Amount 17716.91

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 for Culvert Portion

Quantity-

Rate-

Amount -

Road B

Quantity31.08

Rate80

Amount 2488.58

Road C

Quantity21.84

Rate80

Amount 1748.73

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 for Culvert Portion

Quantity-

Rate-

Amount -

Road B

Quantity31.08

Rate18

Amount 569.07

Road C

Quantity21.84

Rate18

Amount 399.89

Providing and laying Tack Coat over Existing BT surface using pressure distributor 2.00 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.

Quantity-

Rate-

Amount -

Road B

Quantity42

Rate26

Amount 1119.3

Road C

Quantity105

Rate26

Amount 2798.25

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 B

Quantity29.97

Rate20

Amount 620.08

Road C

Quantity47.3

Rate20

Amount 978.16

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

Quantity-

Rate-

Amount -

Road B

Quantity2.1

Rate9429

Amount 19801.95

Road C

Quantity5.25

Rate9429

Amount 49504.88

BC 30mm Thick (Grade-II) Using VG30 Bitumen 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 B

Quantity1.26

Rate11544

Amount 14546.01

Road C

Quantity3.15

Rate11544

Amount 36365.02

BC 50mm Thick (Grade-I) Using VG30 BitumenProviding and laying Bituminous Concrete to 50 mm thick using 0.22 cum of 26.5 - 13.20mm, 0.24cum of 13.20-2.36mm and 0.26 cum of 2.36 and below IRC HBG metal with 62.20 kgs of VG30 bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating thebitumen 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 crosssections and consolidated by 8-10 tonne Vibratory / Pneumatic 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 / 9m paver finisher, Vibratory /Pneumatic roller and all other tools and plant required, including fuel and all other incidentalcharges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road B

Quantity1.5

Rate11077

Amount 16616.19

Road C

Quantity2.37

Rate11077

Amount 26253.58

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

Quantity-

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate8944272

Amount -

Add GST at 18%

Quantity1

Rate1609969

Amount -

Total Value put to Tender

Quantity1

Rate10554241

Amount -

Quoted Percentage

Quantity1

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Quoted Value

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Add GST at 18% of Final Quoted Value

Quantity1

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Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount 8944272

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

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