Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Ramanathapuram, Tamil Nadu

Opening Date26 Oct 2022

Closing Date29 Nov 2022

Tender Amount₹ 6,91,90,000

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Costs

EMD
₹ 3,56,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu048 Tn No 10 2022 23 Hdo Dated 13 10 2022

Description

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Tender Id
2022_HWAY_257715_1
Bid Award Id
View
Tender No
MDU048 TN No 10 2022 23 HDO Dated 13 10 2022
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1109.7 kBTendernotice_1.pdf

Tender Notice

BOQ-1432.1 kBBOQ_304724.xls

Bill of Quantity

Document-3354.1 kBMDU048PreQualifica...MDU048PreQualificationDocument.pdf

Prequalification Document Vol I

Document-2338.2 kBMDU048PriceBidDocu...MDU048PriceBidDocument.pdf

Price Bid Document Vol II

Document-156.3 kBTender_Detail_2022...Tender_Detail_2022_HWAY_257715_1.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD A

Quantity3720.34

Rate-

Amount 106.25

ROAD B

Quantity2604.06

Rate-

Amount 106.25

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- III Material

Quantity-

Rate-

Amount -

ROAD A

Quantity503.43

Rate-

Amount 2198.35

ROAD B

Quantity354.55

Rate-

Amount 2198.35

ROAD C

Quantity93.39

Rate-

Amount 2251.15

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

Quantity-

Rate-

Amount -

ROAD A

Quantity1233.4

Rate-

Amount 2100.63

ROAD B

Quantity868.64

Rate-

Amount 2100.63

ROAD C

Quantity186.78

Rate-

Amount 2153.43

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 of MORTH Vth Revision Specification no.111,112,406,900

Quantity-

Rate-

Amount -

ROAD A

Quantity1258.57

Rate-

Amount 2509.11

ROAD B

Quantity886.36

Rate-

Amount 2509.11

ROAD C

Quantity255.47

Rate-

Amount 2509.11

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 no.111,112, 501,502,900- over WMM

Quantity-

Rate-

Amount -

ROAD A

Quantity5034.25

Rate-

Amount 75.01

ROAD B

Quantity3545.45

Rate-

Amount 75.01

ROAD C

Quantity1153.9

Rate-

Amount 75.02

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-III 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 Dry Lean Cement Concrete

Quantity-

Rate-

Amount -

ROAD A

Quantity5034.25

Rate-

Amount 17.38

ROAD B

Quantity3545.45

Rate-

Amount 17.38

ROAD C

Quantity1153.9

Rate-

Amount 17.38

BM Patches - Bituminous Macadam 50mm thick Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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 per clause 504 of MORTH Specification - Grading II (Table 500-7).

Quantity-

Rate-

Amount -

ROAD A

Quantity74

Rate-

Amount 8540.8

ROAD B

Quantity54.33

Rate-

Amount 8656.64

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 Bituminous surfaces.

Quantity-

Rate-

Amount -

ROAD A

Quantity15662.25

Rate-

Amount 24.13

ROAD B

Quantity11469.15

Rate-

Amount 24.13

ROAD C

Quantity110

Rate-

Amount 24.13

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-III 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 Dry Lean Cement Concrete

Quantity-

Rate-

Amount -

ROAD A

Quantity73.5

Rate-

Amount 19.88

ROAD B

Quantity32.9

Rate-

Amount 19.88

ROAD C

Quantity56.1

Rate-

Amount 19.88

Dense Bituminous Macadam 50mm thick Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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 per clause 504 of MORTH Specification - Grading II (Table 500-7).

Quantity-

Rate-

Amount -

ROAD A

Quantity353.19

Rate-

Amount 10475.38

ROAD B

Quantity248.67

Rate-

Amount 10475.38

Bituminous Macadam 50mm thick Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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 per clause 504 of MORTH Specification - Grading II (Table 500-7) for Centre Portion

Quantity-

Rate-

Amount -

ROAD A

Quantity775.51

Rate-

Amount 8886.98

ROAD B

Quantity552.1

Rate-

Amount 8886.98

ROAD C

Quantity66

Rate-

Amount 8886.98

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,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

Quantity-

Rate-

Amount -

ROAD A

Quantity623.1

Rate-

Amount 11331.73

ROAD B

Quantity451.43

Rate-

Amount 11331.73

ROAD C

Quantity39.6

Rate-

Amount 11331.73

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, as per MORTH Specification.Formation of embankment using side earth for filling above sub grade for making Berms

Quantity-

Rate-

Amount -

ROAD A

Quantity836.85

Rate-

Amount 24.65

ROAD B

Quantity598.59

Rate-

Amount 24.65

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 A

Quantity2

Rate-

Amount 906

ROAD B

Quantity2

Rate-

Amount 906

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 A

Quantity12

Rate-

Amount 254

ROAD B

Quantity8

Rate-

Amount 254

Dismanting the existing RR Masonry culvert in the existing Parapet and Body wall , Abutment and wings and clearing away from the site & carefully stacking the use full materials for reuse on the road side as directed by the departmental officers etc., complete. SI NO-13

Quantity-

Rate-

Amount -

ROAD A

Quantity32

Rate-

Amount 244

ROAD B

Quantity16.36

Rate-

Amount 244

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, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 111,112,304 for foundation OF CULVERT and WING WALL.

Quantity-

Rate-

Amount -

ROAD A

Quantity546.3

Rate-

Amount 212.5

ROAD B

Quantity233.04

Rate-

Amount 212.5

ROAD C

Quantity142.58

Rate-

Amount 106.25

Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm 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, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE FOR BOTTOM SLAB & Wing Wall

Quantity-

Rate-

Amount -

ROAD A

Quantity61.3

Rate-

Amount 6249.64

ROAD B

Quantity26.55

Rate-

Amount 6310.92

ROAD C

Quantity22.18

Rate-

Amount 6283.81

ROAD C (Protctive wall)

Quantity9

Rate-

Amount 6350.01

Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete -for BOX CULVERT

Quantity-

Rate-

Amount -

ROAD A

Quantity171.5

Rate-

Amount 11832.84

ROAD B

Quantity72.98

Rate-

Amount 11796.94

ROAD C

Quantity131.07

Rate-

Amount 10845.06

Supply and fabrication of steel Grade-S - 500 steel requried for all RCC items of works involved in the shcedule including cost of steel cost of fabrication labour charges for cleaning the bars staightening 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. 1000 1600

Quantity-

Rate-

Amount -

ROAD A

Quantity12.76

Rate-

Amount 93229.27

ROAD B

Quantity5.29

Rate-

Amount 93229.27

ROAD C

Quantity13.35

Rate-

Amount 93229.27

Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR BELOW SILL

Quantity-

Rate-

Amount -

ROAD A

Quantity35.1

Rate-

Amount 8293.76

ROAD B

Quantity14.04

Rate-

Amount 8354.63

ROAD C

Quantity3.67

Rate-

Amount 8295.39

Vibrated Cement Concrete M15 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR BELOW SILL

Quantity-

Rate-

Amount -

ROAD C (Protctive wall)

Quantity3.12

Rate-

Amount 8539.62

Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR ABOVE SILL WING WALL AND PARAPET

Quantity-

Rate-

Amount -

ROAD A

Quantity64.2

Rate-

Amount 10014.27

ROAD B

Quantity25.9

Rate-

Amount 10085.88

ROAD C

Quantity22.8

Rate-

Amount 10015.58

Vibrated Cement Concrete M25 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR ABOVE SILL WING WALL AND PARAPET

Quantity-

Rate-

Amount -

ROAD C (Protctive wall)

Quantity21.47

Rate-

Amount 10083.01

Filling with Quary dust below the raft including cost and conveyance of sand to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the mazimum density flooding with water as layers of built-up to the bottom level inclusive all other incidental charges such as baling out water, forming protective bunds, cofferdams etc., complete.

Quantity-

Rate-

Amount -

ROAD A

Quantity108.9

Rate-

Amount 546.8

ROAD B

Quantity39.73

Rate-

Amount 575.11

ROAD C

Quantity11.58

Rate-

Amount 562.83

ROAD C (Protctive wall)

Quantity2

Rate-

Amount 562.83

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, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation.

Quantity-

Rate-

Amount -

ROAD C (Protctive wall)

Quantity15

Rate-

Amount 106.25

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, as per MORTH Specification. Formation of embankment using carted earth with a lead of 3 km. having CBR value of more than 8( DIVERSION ROAD )

Quantity-

Rate-

Amount -

ROAD A

Quantity845

Rate-

Amount 174.46

ROAD B

Quantity390

Rate-

Amount 174.46

ROAD C

Quantity143

Rate-

Amount 174.46

Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers for making For diversion road

Quantity-

Rate-

Amount -

ROAD A

Quantity214.5

Rate-

Amount 566.53

ROAD B

Quantity99

Rate-

Amount 632.04

ROAD C

Quantity931.26

Rate-

Amount 518.76

Providing and fixing SEEPAGE PIPES of 110mm dia with 4.00 kg per Cm2 of PVC pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for 900mms diaganite chis at theperiphery and labour charges for fixing etc., complete to drain the back fill the retaining wall

Quantity-

Rate-

Amount -

ROAD C (Protctive wall)

Quantity10

Rate-

Amount 177.5

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 58631368

Add GST at 18%

Quantity1

Rate-

Amount 10553646

Total Value put to Tender

Quantity1

Rate-

Amount 69185014

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-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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