Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Madurai, Tamil Nadu

Opening Date27 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 3,46,12,000

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Costs

EMD
₹ 1,85,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu No 026 Tn No 09 2024 25 Hdo Dated 20 08 2024

Description

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Tender Id
2024_HWAY_477173_1
Bid Award Id
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Tender No
MDU No 026 TN No 09 2024 25 HDO Dated 20 08 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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BOQ Items

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Quantity-

Rate-

Amount -

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Road B

Quantity43.46

Rate179011

Amount 4119

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 f

Quantity-

Rate-

Amount -

ROAD A

Quantity371.48

Rate961847

Amount 2589.23

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 depositing thet debris excluding cost of materials 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 MORTH Specification No: 111, 112, 202.

Quantity-

Rate-

Amount -

ROAD A

Quantity1686.25

Rate51565

Amount 30.58

ROAD B

Quantity121.9

Rate3727

Amount 30.58

Wet Mix Macadam (Table 400-13) providing, Laying, Spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanicalsite, laying in uniform layevibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification No. 111, 112, 406, 900.

Quantity-

Rate-

Amount -

ROAD A

Quantity1399

Rate3804384

Amount 2719.36

ROAD B

Quantity54.86

Rate149184

Amount 2719.36

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM

Quantity-

Rate-

Amount -

ROAD A

Quantity7662.6

Rate757448

Amount 98.85

ROAD B

Quantity365.7

Rate36153

Amount 98.86

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

Quantity-

Rate-

Amount -

ROAD A

Quantity7662.6

Rate157006

Amount 20.49

ROAD B

Quantity365.7

Rate7493

Amount 20.49

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

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Amount -

ROAD B

Quantity10005.76

Rate330190

Amount 33

Tack coat Providing and applying tack coat over dry lean cement concrete with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

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Rate-

Amount -

ROAD A

Quantity37.4

Rate859

Amount 22.98

Providing and Laying 50mm thick Dense Bituminious Macadam using course aggregate and VG-10 bitumen which shall consist of construciton in a single course base/ binder course confirming to the specification a previous prepared base. (Using Mini Hot Mix Plant and Power Roller) including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., Complete s per clause 111, 112, 504, 900 MORTH Rev-5 (Mix-in-Place method)

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Rate-

Amount -

ROAD A

Quantity383.12

Rate4172307

Amount 10890.34

Providing and Laying 50mm thick Bituminious Macadam using course aggregate and VG-10 bitumen which shall consist of construciton in a single course base/ binder course confirming to the specification a previous prepared base.with central hot mix plant and paver finisher ) including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., Complete s per clause 111, 112, 504, 900 MORTH Grading II

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Amount -

ROAD B

Quantity89.46

Rate842992

Amount 9423.12

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-10) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II RTH specification Grading II

Quantity-

Rate-

Amount -

ROAD A

Quantity231

Rate2724744

Amount 11795.43

ROAD B

Quantity311.16

Rate3670266

Amount 11795.43

Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordancecross with the specifications and the lines,grades,and cross section shown in the drawings are as indicator by the engineers including compaction by power roller rolling as MORTH specifications number 111,112,301,305,900 for Earthen Drain.

Quantity-

Rate-

Amount -

ROAD A

Quantity182.34

Rate31464

Amount 172.56

ROAD A (Side Drain)

Quantity135.75

Rate23425

Amount 172.56

ROAD B

Quantity404.1

Rate69731

Amount 172.56

Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., completes as per standard specification for FOUNDATION. as per Schedule item No 62

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Rate-

Amount -

ROAD A ( Slab Culvert)+

Quantity141.92

Rate88562

Amount 624.03

Vibrated Cement Concrete of grade M15 Nominal Mix 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, 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 relevant standard specifications, for FOUNDATION (Base)

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Amount -

ROAD A ( Slab Culvert)

Quantity25.8

Rate200805

Amount 7783.14

Supply of NP3 1000 mm Dia ISI Class of standard length and cut length including cost and conveyance etc., from approved firms to site and all labour charges and other incidental charges etc., complete.

Quantity-

Rate-

Amount -

ROAD A ( Pipe Culvert)

Quantity40

Rate250184

Amount 6254.6

Laying and fixing and 1000 mm dia 3 class to trench within 200 metres lowering in to trench and laying to proper grade and alignment of pipes and collars and cost of labour including joining with collars as directed by the departmental officers including all labour and other incidental charges etc., complete as per standard specifications

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Amount -

ROAD A ( Pipe Culvert)

Quantity40

Rate15769

Amount 394.24

Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in soft disintegrated rock, late rite soft rock or kankar not requiring Blasting as per SS 20B including cost of all labour materials, tools, equipments and all incidental charges, trimming of bottom of excavation back fill up clearing up. The site and disposal of all surplus materials etc., complete as per standard Specification for FOUNDATION.

Quantity-

Rate-

Amount -

Road A ( R.wall at Km 3/2)

Quantity200.81

Rate103226

Amount 514.05

Road A ( R.wall at Km 2/2,2/4,2/6)

Quantity342.56

Rate176092

Amount 514.05

Road A (Pipe culvert (2/2,2/6,2/8,2/10, 3/4 i&ii)

Quantity310.56

Rate159643

Amount 514.05

Vibrated Cement Concrete of grade M15 Nominal Mix 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, 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 relevant standard specifications, for FOUNDATION (Base)

Quantity-

Rate-

Amount -

Road A ( R.wall Km 3/2)

Quantity39.49

Rate310355

Amount 7859.08

Road A ( R.wall Km 2/2,2/4,2/6)

Quantity99.98

Rate777005

Amount 7771.61

Road A ( Pipe Culvert Km 2/2,2/4,2/6)

Quantity36.1

Rate280720

Amount 7776.19

Road A ( Side Drain)

Quantity34.62

Rate269053

Amount 7771.61

Vibrated Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site including cement complying to the required standard specifications including cost of formwork laying compacting using vibratory including their incidental charges such as baling out water wherever necessary forming protective bunds cofer dams, etc.,

Quantity-

Rate-

Amount -

Road A ( Side Drain)

Quantity23.08

Rate195717

Amount 8479.97

Vibrated Cement Concrete 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement complying to the required standard specifications including cost of formwork laying compacting using vibratory including their incidental charges such as baling out water wherever necessary forming protective bunds cofer dams, etc., complete below sill

Quantity-

Rate-

Amount -

Road A ( R.wall Km 3/2)

Quantity25.76

Rate235032

Amount 9123.93

Road A ( R.wall Km 2/2,2/4,2/6)

Quantity65.43

Rate625413

Amount 9558.51

Road A (Pipe clvert Km 2/2,2/4,2/6)

Quantity23.47

Rate235683

Amount 10041.91

Road A ( Slab Culvert)

Quantity79.86

Rate732425

Amount 9171.37

Vibrated Cement Concrete 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement complying to the required standard specifications including cost of formwork laying compacting using vibratory including their incidental charges such as baling out water wherever necessary forming protective bunds cofer dams, etc., complete above sill

Quantity-

Rate-

Amount -

Road A ( R.wall Km 3/2)

Quantity124.76

Rate1470396

Amount 11785.8

Road A ( R.wall Km 2/2,2/4,2/6)

Quantity224.6

Rate2686290

Amount 11960.33

Road A (Pipe culvert (2/2,2/6,2/8,2/10, 3/4 i&ii)

Quantity90.2

Rate1109086

Amount 12295.86

Road A (Slab culvert)

Quantity53.18

Rate846776

Amount 15922.83

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lenths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. Semi-spherical back fill arangements with 100mm size broken ganite chis at the periphery and labour charges for fixing, etc., to drain of the backfill the retaining wall.

Quantity-

Rate-

Amount -

Road A ( R.wall at Km 3/2)

Quantity112.53

Rate19974

Amount 177.5

Road A ( R.wall Km 2/2,2/4,2/6)

Quantity248.78

Rate44158

Amount 177.5

ROAD A ( Pipe Culvert)

Quantity57.6

Rate10224

Amount 177.5

ROAD A ( Slab Culvert)

Quantity22.32

Rate3961

Amount 177.5

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-500 grade including wastage@ 5% (total length of structure Calculated for four line structure).

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Rate-

Amount -

ROAD A (Slab Culvert)

Quantity0.8

Rate87123

Amount 108903.77

Vibrated Reinforced Cement Concrete M 25 design mix using graded ISS HBG 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire aall other incidental charges etc complete for Below sill and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200. For bed block

Quantity-

Rate-

Amount -

ROAD A (Slab Culvert)

Quantity3.18

Rate68786

Amount 21630.82

Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete as per MORTH specifications

Quantity-

Rate-

Amount -

ROAD A (Slab Culvert)

Quantity4.46

Rate490

Amount 110

Providing and fixing 20mm thick compressable bitumen bad in expansion joint complete as per drawing and technical specification

Quantity-

Rate-

Amount -

Road A ( Rwall at Km 3/2)

Quantity5.43

Rate3547

Amount 653.4

Road A ( Side Drain)

Quantity2.88

Rate1881

Amount 653.4

Road A ( Rwall at Km 2/2,2/4,2/6)

Quantity19.58

Rate12793

Amount 653.4

Road A (Slab culvert)

Quantity4.4

Rate2874

Amount 653.4

Vibrated Reinforced Cement Concrete of grade M25 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

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Rate-

Amount -

ROAD A (Slab Culvert)

Quantity6.16

Rate93763

Amount 15221.27

Gravel Filling/Quarry Dust behind the abutments and wings with clean Good gritty gravel/Quarry dust including cost and conveyance to site including labour charges for filling in layers watering tampering under optimum moiture content to get the maximum density including of all other incidental charges etc., complete standard specification 304 & 390

Quantity-

Rate-

Amount -

ROAD A (Slab Culvert)

Quantity36.4

Rate33380

Amount 917.06

Filling with loose boulders the Retaining / Protective / Breast wall the loose boulders from road side an average lead of 1.00km including cost and conveyance of boulders and all labour charges etc., complete as per clause.

Quantity-

Rate-

Amount -

Road A ( R.wall at Km 3/2)

Quantity32.25

Rate15861

Amount 491.82

Road A ( Rwall at Km 2/2,2/4,2/6)

Quantity80.25

Rate39468

Amount 491.82

Refilling excavated earth work including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with the specification and the lines grades and cross section shown in diagrams or as indicated by the Engineer including power roller rolling all labour charges etc., Complete as per standard specification No: 111, 112, 202, 301, 302, 303, 900.

Quantity-

Rate-

Amount -

ROAD A

Quantity156

Rate9358

Amount 59.99

ROAD B

Quantity241.36

Rate14479

Amount 59.99

Road A ( Pipe Culvert Km 3/2)

Quantity28.38

Rate1702

Amount 59.99

Road A ( R.wall at Km 3/2)

Quantity14

Rate839

Amount 59.99

Road A ( R.wall at Km 2/2,2/4,2/6)

Quantity47.13

Rate2827

Amount 59.99

White washing two coats with freshly burnt white shell lime including cost of lime, blue powder fevicol type gum, brushes,scaffolding charges etc., complete complying with standard specification and as directed.

Quantity-

Rate-

Amount -

Road A ( R.wall at Km 3/2)

Quantity98.54

Rate5079

Amount 51.55

Road A ( R.wall at Km 2/2,2/4,2/6)

Quantity189.99

Rate9793

Amount 51.55

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 29331459

Add GST at 18%

Quantity1

Rate-

Amount 5279663

Total Value put to Tender

Quantity1

Rate-

Amount 34611122

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-

Rate29331459

Amount -

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

Quantity-

Rate-

Amount -

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