Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Tenkasi, Tamil Nadu

Opening Date29 Jan 2022

Closing Date8 Feb 2022

Tender Amount₹ 6,00,96,000

Email

Download

Costs

EMD
₹ 3,11,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Wdn From Tl To Tl With Paved Sholders And Impts At Km 17 6 20 8 Of Shenkottai - Pavoorchatram Road Via Surandai Including Reconsn Of Box Culvt At Km 17 10 To 19 10 10 Nos Tnv 42

Description

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Tender Id
2022_HWAY_219985_1
Bid Award Id
View
Tender No
T N No 18 2021 2022 HDO Dated 31 12 2021
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-193.2 kBTendernotice_1.pdf

Notice

BOQ-1503.3 kBBOQ_260164.xls

BOQ

Document-2917.0 kBPricebid.pdf

Price Bid

Document-1541.1 kBPQ_TNV.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road - A

Quantity2229

Rate-

Amount 1454.08

Road - A

Quantity28

Rate-

Amount 1454.08

Road - A

Quantity28

Rate-

Amount 1454.08

Road - A

Quantity28

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

Road - A

Quantity14

Rate-

Amount 1454.08

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 ) - for grading-III Material for widening portion.

Quantity-

Rate-

Amount -

Road - A

Quantity892

Rate-

Amount 1545.12

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 mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity2229

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

Road - A

Quantity35

Rate-

Amount 1761.32

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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .

Quantity-

Rate-

Amount -

Road - A

Quantity8913

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

Road - A

Quantity140

Rate-

Amount 70.16

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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity8913

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Road - A

Quantity140

Rate-

Amount 16.56

Providing and laying Advance BT patches using 13.20mm IRC size HBG metal with 44 Kg of bitumen per one cubic metre which shall include repairs of pot holes and patching of all types of bituminous mix either produced at plant site or at site itself with manual method and placed at site in pot holes or in patches after trimming the pot holes or depression to painting with tack coat and compacting the layer as directed by the Engineer in charge using 80/100 bitumen.

Quantity-

Rate-

Amount -

Road - A

Quantity19

Rate-

Amount 3943.95

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 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity19488

Rate-

Amount 22.58

Dense Graded Bituminous Macadam (75mm) (Table - 500-10) (Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading I as per MORTH Rev. V Clause No. 111, 112, 505 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity713

Rate-

Amount 8856.4

Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity975

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

Road - A

Quantity7

Rate-

Amount 7961.86

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-30) 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

Quantity-

Rate-

Amount -

Road - A

Quantity1136

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Road - A

Quantity5.6

Rate-

Amount 10466.9

Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, watersprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms.

Quantity-

Rate-

Amount -

Road - A

Quantity540

Rate-

Amount 22.23

Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull 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 - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

Road - A

Quantity5

Rate-

Amount 221.9

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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer for Foundation

Quantity-

Rate-

Amount -

Road - A

Quantity114.6

Rate-

Amount 193.2

Road - A

Quantity122.34

Rate-

Amount 193.2

Road - A

Quantity122.34

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Road - A

Quantity55.8

Rate-

Amount 193.2

Vibrated Cement Concrete of grade M10 Nominal Mix, 1:2:4 using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE OF BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

Road - A

Quantity14.46

Rate-

Amount 5300.06

Road - A

Quantity14.46

Rate-

Amount 5300.06

Road - A

Quantity14.46

Rate-

Amount 5300.06

Road - A

Quantity6.04

Rate-

Amount 4527.33

Road - A

Quantity6.04

Rate-

Amount 4542.35

Road - A

Quantity6.04

Rate-

Amount 4542.35

Road - A

Quantity6.04

Rate-

Amount 4542.35

Road - A

Quantity6.04

Rate-

Amount 4542.35

Road - A

Quantity6.04

Rate-

Amount 4542.35

Road - A

Quantity6.04

Rate-

Amount 4542.35

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

Road - A

Quantity41.58

Rate-

Amount 7859.16

Road - A

Quantity41.58

Rate-

Amount 7859.16

Road - A

Quantity41.58

Rate-

Amount 7859.16

Road - A

Quantity14.14

Rate-

Amount 8173.93

Road - A

Quantity14.14

Rate-

Amount 8188.96

Road - A

Quantity14.14

Rate-

Amount 8188.96

Road - A

Quantity14.14

Rate-

Amount 8188.96

Road - A

Quantity14.14

Rate-

Amount 8188.96

Road - A

Quantity14.14

Rate-

Amount 8188.96

Road - A

Quantity14.14

Rate-

Amount 8188.96

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.

Quantity-

Rate-

Amount -

Road - A

Quantity27.48

Rate-

Amount 12531.09

Road - A

Quantity27.48

Rate-

Amount 12531.09

Road - A

Quantity27.48

Rate-

Amount 12531.09

Road - A

Quantity14.94

Rate-

Amount 13596.74

Road - A

Quantity14.94

Rate-

Amount 13611.77

Road - A

Quantity14.94

Rate-

Amount 13611.77

Road - A

Quantity14.94

Rate-

Amount 13611.77

Road - A

Quantity14.94

Rate-

Amount 13611.77

Road - A

Quantity14.94

Rate-

Amount 13611.77

Road - A

Quantity14.94

Rate-

Amount 13611.77

Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.

Quantity-

Rate-

Amount -

Road - A

Quantity44.73

Rate-

Amount 9300.74

Road - A

Quantity44.73

Rate-

Amount 9300.74

Road - A

Quantity44.73

Rate-

Amount 9300.74

Road - A

Quantity13.26

Rate-

Amount 9740.96

Road - A

Quantity13.26

Rate-

Amount 9755.99

Road - A

Quantity13.26

Rate-

Amount 9755.99

Road - A

Quantity13.26

Rate-

Amount 9755.99

Road - A

Quantity13.26

Rate-

Amount 9755.99

Road - A

Quantity13.26

Rate-

Amount 9755.99

Road - A

Quantity13.26

Rate-

Amount 9755.99

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 standard specification.

Quantity-

Rate-

Amount -

Road - A

Quantity7.3

Rate-

Amount 83688.7

Road - A

Quantity7.3

Rate-

Amount 83688.7

Road - A

Quantity7.3

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Road - A

Quantity2.87

Rate-

Amount 83688.7

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Quantity-

Rate-

Amount -

Road - A

Quantity42.98

Rate-

Amount 1011.5

Road - A

Quantity48.62

Rate-

Amount 1011.5

Road - A

Quantity48.62

Rate-

Amount 1011.5

Road - A

Quantity44.06

Rate-

Amount 895.75

Road - A

Quantity44.06

Rate-

Amount 906.88

Road - A

Quantity44.06

Rate-

Amount 906.88

Road - A

Quantity44.06

Rate-

Amount 906.88

Road - A

Quantity44.06

Rate-

Amount 906.88

Road - A

Quantity44.06

Rate-

Amount 906.88

Road - A

Quantity44.06

Rate-

Amount 906.88

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Quantity-

Rate-

Amount -

Road - A

Quantity3.2

Rate-

Amount 6145.06

Road - A

Quantity3.2

Rate-

Amount 6145.06

Road - A

Quantity3.2

Rate-

Amount 6145.06

Road - A

Quantity1.17

Rate-

Amount 6219.39

Road - A

Quantity1.17

Rate-

Amount 6234.42

Road - A

Quantity1.17

Rate-

Amount 6234.42

Road - A

Quantity1.17

Rate-

Amount 6234.42

Road - A

Quantity1.17

Rate-

Amount 6234.42

Road - A

Quantity1.17

Rate-

Amount 6234.42

Road - A

Quantity1.17

Rate-

Amount 6234.42

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Quantity-

Rate-

Amount -

Road - A

Quantity4

Rate-

Amount 2216

Road - A

Quantity4

Rate-

Amount 2216

Road - A

Quantity4

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Road - A

Quantity2

Rate-

Amount 2216

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Quantity-

Rate-

Amount -

Road - A

Quantity18.96

Rate-

Amount 5404.06

Road - A

Quantity24.12

Rate-

Amount 5404.06

Road - A

Quantity24.12

Rate-

Amount 5404.06

Road - A

Quantity12.2

Rate-

Amount 5478.39

Road - A

Quantity12.2

Rate-

Amount 5493.42

Road - A

Quantity12.2

Rate-

Amount 5493.42

Road - A

Quantity12.2

Rate-

Amount 5493.42

Road - A

Quantity12.2

Rate-

Amount 5493.42

Road - A

Quantity12.2

Rate-

Amount 5493.42

Road - A

Quantity12.2

Rate-

Amount 5493.42

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.

Quantity-

Rate-

Amount -

Road - A

Quantity32.88

Rate-

Amount 8107.11

Road - A

Quantity41.1

Rate-

Amount 8058.36

Road - A

Quantity41.1

Rate-

Amount 8058.36

Road - A

Quantity32.7

Rate-

Amount 7969.19

Road - A

Quantity32.7

Rate-

Amount 7984.22

Road - A

Quantity32.7

Rate-

Amount 7984.22

Road - A

Quantity32.7

Rate-

Amount 7984.22

Road - A

Quantity32.7

Rate-

Amount 7984.22

Road - A

Quantity32.7

Rate-

Amount 7984.22

Road - A

Quantity32.7

Rate-

Amount 7984.22

VRCC M30 (design mix) using 25mm, 12mm and 6mm IRC HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Wearing coat over the Box Culvert.

Quantity-

Rate-

Amount -

Road - A

Quantity78.81

Rate-

Amount 553.87

Road - A

Quantity78.81

Rate-

Amount 553.87

Road - A

Quantity78.81

Rate-

Amount 553.87

Road - A

Quantity28.86

Rate-

Amount 553.93

Road - A

Quantity28.86

Rate-

Amount 554.31

Road - A

Quantity28.86

Rate-

Amount 554.31

Road - A

Quantity28.86

Rate-

Amount 554.31

Road - A

Quantity28.86

Rate-

Amount 554.31

Road - A

Quantity28.86

Rate-

Amount 554.31

Road - A

Quantity28.86

Rate-

Amount 554.31

Providing and fixing PVC seepage pipes of 110mm of required lengths for abutments and wings including cost and conveyance of all materials to worksite and labour for 900mm dia semipherical backfill arrangements with 100cm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill.

Quantity-

Rate-

Amount -

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity38

Rate-

Amount 193.5

Road - A

Quantity38

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

Road - A

Quantity34

Rate-

Amount 193.5

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 53657470

Add GST at 12%

Quantity1

Rate-

Amount 6438896

Total Value put to Tender

Quantity1

Rate-

Amount 60096366

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 12% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 12% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

Quantity-

Rate-

Amount -

Evaluation Notes How It Works ?

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