Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Nagapattinam, Tamil Nadu

Opening Date22 Dec 2023

Closing Date23 Jan 2024

Tender Amount₹ 20,08,60,000

Email

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Costs

EMD
₹ 10,15,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try-120 Nagapattinam H, Candm Subdivision

Description

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Contact

Tender Id
2023_HWAY_402464_1
Bid Award Id
View
Tender No
TN.NO.56/2023-2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-183.9 kBTendernotice_1.pdf

TENDER NOTICE 56

BOQ-1619.0 kBBOQ_479019.xls

BOQ

Document-44.0 MBDRAWTRY120.pdf

DRAWINGS

Document-3331.4 kBCMRDPPriceVol2TRY1...CMRDPPriceVol2TRY120.pdf

TENDER DOCUMENT VOLUME Ii

Document-2276.4 kBCMRDPPQVol1TRY120....CMRDPPQVol1TRY120.pdf

TENDER DOCUMENT VOLUME I

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BOQ Items

DO_NOT_SHOW

Quantity-

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Amount -

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Providing and laying embankment with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900

Quantity-

Rate-

Amount -

Main work

Quantity34143.37

Rate11890087

Amount 348.24

Providing and laying sub grade with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900

Quantity-

Rate-

Amount -

Main work

Quantity22615.07

Rate7875471

Amount 348.24

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

Quantity-

Rate-

Amount -

Main work

Quantity7158.66

Rate20239751

Amount 2827.31

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

Quantity-

Rate-

Amount -

Main work

Quantity4234.77

Rate12412110

Amount 2931

Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base / Base course on well prepared surface and compacting with vibratory roller 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 -

Main work

Quantity8275.96

Rate26662660

Amount 3221.7

Providing and laying Prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS-1) per 10sqm 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 -

Main work

Quantity32743.78

Rate2501297

Amount 76.39

Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (RS-1) per 10sqm 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 -

Main work

Quantity32743.78

Rate566794

Amount 17.31

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 503 & 900

Quantity-

Rate-

Amount -

Main work Km

Quantity713.04

Rate14082

Amount 19.75

Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with 9m paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II) as per MORTH No. 111, 112, 501, 505 & 900

Quantity-

Rate-

Amount -

Main work

Quantity2128.35

Rate24693074

Amount 11601.98

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II

Quantity-

Rate-

Amount -

Main work

Quantity982.32

Rate12214687

Amount 12434.53

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -I

Quantity-

Rate-

Amount -

Main work

Quantity35.66

Rate424433

Amount 11902.22

Providing Conveyed Earth for making up of low berms using the suitable Earth having CBR not less than 8 from the available source at the risk of contractor including all required charges for materials and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction as per MORTH Vth Rev., 111, 112 & 201 for berms

Quantity-

Rate-

Amount -

Main work

Quantity2624.96

Rate2956544

Amount 1126.32

Construction of Cement concrete Kerb made of M 20 concrete of size 165 mm to 150 mm width in top 100 mm height and uniform width of 165 mm for the bottom 225 mm height and embeded in Ground as shown in drawing and including rendering the road side face and painting two coats with quality paint complying with standard specification as directed by the Engineer as per MoRTH 408.

Quantity-

Rate-

Amount -

Main work

Quantity600

Rate298902

Amount 498.17

Filling in between kerb using Carted Earth in layers, not exceeding limits including watering consolidation including all labour charges and incidental charges etc., complete as directed by the Engineer as per MORTH Vth Rev.111, 112, 301, 304, 305, 2907.

Quantity-

Rate-

Amount -

Main work

Quantity52.2

Rate16563

Amount 317.3

JUNCTION IMPROVEMENTS

Quantity-

Rate-

Amount -

Excavation including removal and satisfactory disposal of all materials 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 Vth Rev., 111, 112 & 201 a) box cutting & Embankment

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity324.09

Rate36314

Amount 112.05

At junction Km 2/450 - 2/500

Quantity436.73

Rate48935

Amount 112.05

Providing and laying embankment with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity104.41

Rate33946

Amount 325.13

At junction Km 2/450 - 2/500

Quantity344.67

Rate120027

Amount 348.24

Providing and laying sub grade with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity407.07

Rate132350

Amount 325.13

At junction Km 2/450 - 2/500

Quantity327.7

Rate114118

Amount 348.24

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

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity326.14

Rate919228

Amount 2818.51

At junction Km 2/450 - 2/500

Quantity108.14

Rate305745

Amount 2827.31

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

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity197.68

Rate577660

Amount 2922.2

At junction Km 2/450 - 2/500

Quantity65.54

Rate192097

Amount 2931

Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base / Base course on well prepared surface and compacting with vibratory roller 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 -

At junction Km 0/0 - 0/100

Quantity494.17

Rate1592067

Amount 3221.7

At junction Km 2/450 - 2/500

Quantity163.86

Rate527907

Amount 3221.7

Providing and laying Prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS-1) per 10sqm 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 -

At junction Km 0/0 - 0/100

Quantity1976.61

Rate150993

Amount 76.39

At junction Km 2/450 - 2/500

Quantity655.38

Rate50071

Amount 76.4

Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (RS-1) per 10sqm 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 -

At junction Km 0/0 - 0/100

Quantity1976.61

Rate34215

Amount 17.31

At junction Km 2/450 - 2/500

Quantity655.38

Rate11344

Amount 17.31

Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with 9m paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II) as per MORTH No. 111, 112, 501, 505 & 900

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity128.48

Rate1490622

Amount 11601.98

At junction Km 2/450 - 2/500

Quantity42.6

Rate494244

Amount 11601.98

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity59.3

Rate737367

Amount 12434.53

At junction Km 2/450 - 2/500

Quantity19.67

Rate244587

Amount 12434.53

Providing Conveyed Earth for making up of low berms using suitable Earth having CBR not less than 8 from the available source at the risk of contractor including all required charges for materials and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for as per MORTH Vth Rev., 111, 112 & 201 for berms

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity205.22

Rate227933

Amount 1110.68

At junction Km 2/450 - 2/500

Quantity66.5

Rate75420

Amount 1134.14

Construction of Cement concrete Kerb made of M 20 concrete of size 165 mm to 150 mm width in top 100 mm height and uniform width of 165 mm for the bottom 225 mm height and embeded in Ground as shown in drawing and including rendering the road side face and painting two coats with quality paint complying with standard specification as directed by the Engineer as per MoRTH 408.

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity138

Rate68570

Amount 496.89

Filling in between kerb using Carted Earth in layers, not exceeding limits including watering consolidation including all labour charges and incidental charges etc., complete as directed by the Engineer as per MORTH Vth Rev.111, 112, 301, 304, 305, 2907.

Quantity-

Rate-

Amount -

At junction Km 0/0 - 0/100

Quantity23.61

Rate7021

Amount 297.38

CULVERTS

Quantity-

Rate-

Amount -

Dismantling Culverts,bridges and other structures Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202 a)Dismantling brick masonry in cement mortar

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity6.17

Rate1588

Amount 257.4

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity8.05

Rate2072

Amount 257.4

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity8.05

Rate2072

Amount 257.4

Pappakoil - Karunganni Road Km 0/10

Quantity8.05

Rate2072

Amount 257.4

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity6.58

Rate1693

Amount 257.4

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity6.58

Rate1693

Amount 257.4

Medical College Link Road Km 1/2 (i)

Quantity8.05

Rate2072

Amount 257.4

Medical College Link Road Km 1/2 (ii)

Quantity8.05

Rate2072

Amount 257.4

Dismantling Culverts,bridges and other structures Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202 b)Dismantling Plain cement concrete

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity5.55

Rate2453

Amount 442

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity2.93

Rate1295

Amount 442

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity3.15

Rate1392

Amount 442

Pappakoil - Karunganni Road Km 0/10

Quantity3.04

Rate1343

Amount 442

Pappakoil - Karunganni Road Km 1/2

Quantity37.06

Rate16380

Amount 442

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity2.71

Rate1197

Amount 442

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity2.71

Rate1197

Amount 442

Medical College Link Road Km 1/2 (i)

Quantity3.04

Rate1343

Amount 442

Medical College Link Road Km 1/2 (ii)

Quantity3.04

Rate1343

Amount 442

Dismantling Culverts,bridges and other structures Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202 c)Dismantling Reinforecement concrete work

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 1/2

Quantity24.25

Rate94987

Amount 3917

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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall , box culvert as per MORTH Vth Rev., 304.

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/2

Quantity277

Rate72864

Amount 263.05

Pappakoil - Karunganni Road Km 0/4

Quantity277

Rate72864

Amount 263.05

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity361.45

Rate95079

Amount 263.05

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity172.49

Rate45373

Amount 263.05

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity277

Rate72864

Amount 263.05

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity177.7

Rate46743

Amount 263.05

Pappakoil - Karunganni Road Km 0/10

Quantity175.1

Rate46060

Amount 263.05

Pappakoil - Karunganni Road Km 1/2

Quantity252.75

Rate66485

Amount 263.05

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity172.49

Rate45373

Amount 263.05

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity200.54

Rate52752

Amount 263.05

Pappakoil - Karunganni Road Km 1/6

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/2

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/4

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/6 (i)

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/6 (ii)

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/8 (i)

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/8 (ii)

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 0/10

Quantity277

Rate72864

Amount 263.05

Medical College Link Road Km 1/2 (i)

Quantity175.1

Rate46060

Amount 263.05

Medical College Link Road Km 1/2 (ii)

Quantity175.1

Rate46060

Amount 263.05

Plain Cement Concrete of grade M15 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 BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/2

Quantity13.21

Rate94414

Amount 7147.19

Pappakoil - Karunganni Road Km 0/4

Quantity13.21

Rate94414

Amount 7147.19

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity20.16

Rate144087

Amount 7147.19

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity13.21

Rate94414

Amount 7147.19

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity13.21

Rate94454

Amount 7150.22

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity13.21

Rate94454

Amount 7150.22

Pappakoil - Karunganni Road Km 0/10

Quantity13.21

Rate94454

Amount 7150.22

Pappakoil - Karunganni Road Km 1/2

Quantity13.21

Rate94534

Amount 7156.29

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity13.21

Rate94534

Amount 7156.29

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity16.63

Rate119009

Amount 7156.29

Pappakoil - Karunganni Road Km 1/6

Quantity13.21

Rate94534

Amount 7156.29

Medical College Link Road Km 0/2

Quantity13.21

Rate94574

Amount 7159.32

Medical College Link Road Km 0/4

Quantity13.21

Rate94574

Amount 7159.32

Medical College Link Road Km 0/6 (i)

Quantity13.21

Rate94654

Amount 7165.39

Medical College Link Road Km 0/6 (ii)

Quantity13.21

Rate94654

Amount 7165.39

Medical College Link Road Km 0/8 (i)

Quantity13.21

Rate94654

Amount 7165.39

Medical College Link Road Km 0/8 (ii)

Quantity13.21

Rate94654

Amount 7165.39

Medical College Link Road Km 0/10

Quantity13.21

Rate94654

Amount 7165.39

Medical College Link Road Km 1/2 (i)

Quantity13.21

Rate94694

Amount 7168.42

Medical College Link Road Km 1/2 (ii)

Quantity13.21

Rate94694

Amount 7168.42

Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite using M sand 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 wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/2

Quantity66.94

Rate586308

Amount 8758.71

Pappakoil - Karunganni Road Km 0/4

Quantity66.94

Rate586308

Amount 8758.71

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity138.49

Rate1176299

Amount 8493.75

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity66.94

Rate586308

Amount 8758.71

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity66.94

Rate586511

Amount 8761.75

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity66.94

Rate586511

Amount 8761.75

Pappakoil - Karunganni Road Km 0/10

Quantity66.94

Rate586511

Amount 8761.75

Pappakoil - Karunganni Road Km 1/2

Quantity66.94

Rate586917

Amount 8767.81

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity66.94

Rate586917

Amount 8767.81

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity66.94

Rate586917

Amount 8767.81

Pappakoil - Karunganni Road Km 1/6

Quantity66.94

Rate586917

Amount 8767.81

Medical College Link Road Km 0/2

Quantity66.94

Rate587120

Amount 8770.84

Medical College Link Road Km 0/4

Quantity66.94

Rate587120

Amount 8770.84

Medical College Link Road Km 0/6 (i)

Quantity66.94

Rate587526

Amount 8776.91

Medical College Link Road Km 0/6 (ii)

Quantity66.94

Rate587526

Amount 8776.91

Medical College Link Road Km 0/8 (i)

Quantity66.94

Rate587526

Amount 8776.91

Medical College Link Road Km 0/8 (ii)

Quantity66.94

Rate587526

Amount 8776.91

Medical College Link Road Km 0/10

Quantity66.94

Rate587526

Amount 8776.91

Medical College Link Road Km 1/2 (i)

Quantity66.94

Rate587729

Amount 8779.94

Medical College Link Road Km 1/2 (ii)

Quantity66.94

Rate587729

Amount 8779.94

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal using with M Sand, including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/2

Quantity53.51

Rate686428

Amount 12828.04

Pappakoil - Karunganni Road Km 0/4

Quantity53.51

Rate686428

Amount 12828.04

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity97.72

Rate1192678

Amount 12205.06

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity53.51

Rate686428

Amount 12828.04

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity53.51

Rate686590

Amount 12831.07

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity53.51

Rate686590

Amount 12831.07

Pappakoil - Karunganni Road Km 0/10

Quantity53.51

Rate686590

Amount 12831.07

Pappakoil - Karunganni Road Km 1/2

Quantity53.51

Rate686915

Amount 12837.14

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity53.51

Rate686915

Amount 12837.14

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity74.65

Rate957640

Amount 12828.41

Pappakoil - Karunganni Road Km 1/6

Quantity53.51

Rate686915

Amount 12837.14

Medical College Link Road Km 0/2

Quantity53.51

Rate687077

Amount 12840.17

Medical College Link Road Km 0/4

Quantity53.51

Rate687077

Amount 12840.17

Medical College Link Road Km 0/6 (i)

Quantity53.51

Rate687402

Amount 12846.24

Medical College Link Road Km 0/6 (ii)

Quantity53.51

Rate687402

Amount 12846.24

Medical College Link Road Km 0/8 (i)

Quantity53.51

Rate687402

Amount 12846.24

Medical College Link Road Km 0/8 (ii)

Quantity53.51

Rate687402

Amount 12846.24

Medical College Link Road Km 0/10

Quantity53.51

Rate687402

Amount 12846.24

Medical College Link Road Km 1/2 (i)

Quantity53.51

Rate687564

Amount 12849.27

Medical College Link Road Km 1/2 (ii)

Quantity53.51

Rate687564

Amount 12849.27

Supply and fabrication of (HYSD) Steel 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 -

Pappakoil - Karunganni Road Km 0/2

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 0/4

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity6.14

Rate582098

Amount 94804.27

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 0/10

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 1/2

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity3.6

Rate341295

Amount 94804.27

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity5.04

Rate477813

Amount 94804.27

Pappakoil - Karunganni Road Km 1/6

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/2

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/4

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/6 (i)

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/6 (ii)

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/8 (i)

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/8 (ii)

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 0/10

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 1/2 (i)

Quantity3.6

Rate341295

Amount 94804.27

Medical College Link Road Km 1/2 (ii)

Quantity3.6

Rate341295

Amount 94804.27

Providing and fixing 110mm 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-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900

Quantity-

Rate-

Amount -

Pappakoil - Karunganni Road Km 0/2

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 0/4

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 0/6 (i)

Quantity65.66

Rate13335

Amount 203.1

Pappakoil - Karunganni Road Km 0/6 (ii)

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 0/8 (i)

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 0/8 (ii)

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 0/10

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 1/2

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 1/4 (i)

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 1/4 (ii)

Quantity23.21

Rate4713

Amount 203.1

Pappakoil - Karunganni Road Km 1/6

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/2

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/4

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/6 (i)

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/6 (ii)

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/8 (i)

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/8 (ii)

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 0/10

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 1/2 (i)

Quantity23.21

Rate4713

Amount 203.1

Medical College Link Road Km 1/2 (ii)

Quantity23.21

Rate4713

Amount 203.1

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 170217778

Add GST at 18%

Quantity1

Rate-

Amount 30639200

Total Value put to Tender

Quantity1

Rate-

Amount 200856978

Quoted Percentage

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Contract Value of put to tender as per Estimate

Quantity-

Rate200856978

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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