Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Pudukkottai, Tamil Nadu

Opening Date19 Oct 2024

Closing Date5 Nov 2024

Tender Amount₹ 4,17,80,000

Notes

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Costs

EMD
₹ 2,19,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try-112 Pudukkottai And Keeranur (h) C And M Sub Division

Description

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Widening and Strengthening, Improvements to Riding Quality, Curve Improvements including Reconstruction of Culvert works in Govt roads in respect of Pudukkottai and Keeranur (H) C&M Sub Division (TRY-112) Road-A.Widening from Intermediate Lane to Two Lane and Strengthening at km 23/6-24/8 of Sooriyur-Keeranur road including reconstruction of Culvert at km 24/6 Road-B.Improvements to Riding Quality at km 2/0-5/4 of km 8/4 of Keeranur-Adhanakottai road to Kongathirayanpatti (via) Valiyampatti Road-C Widening from Single Lane to Two Lane and Strengthening at Km 10/0-11/0 of Thirukattupalli-Sengipatti-Pattukottai road to Ambukoil road Including Reconstruction of boxculvert at km 10/4,10/6,10/8 (MD 1266) Road-D Providing Curve Improvement at km 50/10 of Thirukattupalli-Sengipatti-Pattukkottai road

Contact

Tender Id
2024_HWAY_495065_1
Tender No
TN.No.45 / 2024-2025
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

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Tender Notice-185.4 kBTendernotice_1.pdf

Tender Notice

BOQ-1514.0 kBBOQ_588217.xls

BoQ

Document-41.7 MBDarw112.pdf

Drawings

Document-3291.2 kBPriceVol2TRY112.pd...PriceVol2TRY112.pdf

TENDER DOCUMENT VOLUME II

Document-2247.3 kBPQVol1TRY112.pdf

TENDER DOCUMENT VOLUME I

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Road-C

Quantity2156.55

Rate123

Amount 265816.35

Road-D

Quantity691.97

Rate123

Amount 85292.22

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 the 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 in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202

Quantity-

Rate-

Amount -

Road-B

Quantity206.25

Rate21

Amount 4504.5

Road-D

Quantity176.8

Rate21

Amount 3861.31

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 Soil compactor to achieve the desired density and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity499.37

Rate1833

Amount 915834.59

Road-C

Quantity723.89

Rate2209

Amount 1599232.27

Road-D

Quantity218.52

Rate2275

Amount 497181.07

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 Soil compactor to achieve the desired density, complete as per clause 401 - for Grading- III Material as per MORTH Vth Rev., 111, 112, 401, 900

Quantity-

Rate-

Amount -

Road-A

Quantity243.59

Rate1923

Amount 468438.19

Road-C

Quantity361.95

Rate2299

Amount 832184.58

Road-D

Quantity121.4

Rate2365

Amount 287131.64

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 Soil compactor to achieve the desired density, complete as per clause 406 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity608.97

Rate2148

Amount 1308536.47

Road-B

Quantity61.88

Rate2148

Amount 132965.89

Road-C

Quantity904.87

Rate2277

Amount 2060886.67

Road-D

Quantity303.5

Rate2277

Amount 691236.43

Providing and applying Prime coat with bitumen emulsion (SS-I type) on prepared surface of granular Base Using Pressure distributor including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity2435.9

Rate80

Amount 195066.87

Road-B

Quantity618.75

Rate80

Amount 49555.69

Road-C

Quantity3619.45

Rate80

Amount 289845.56

Road-D

Quantity1213.99

Rate80

Amount 97228.46

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 granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity2435.9

Rate18

Amount 44625.69

Road-B

Quantity618.75

Rate18

Amount 11335.5

Road-C

Quantity3619.45

Rate18

Amount 66308.32

Road-D

Quantity1213.99

Rate18

Amount 22240.3

Advance patch work using 45 mm metal 50mm average thick using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 10 ), 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 Standard Specification

Quantity-

Rate-

Amount -

Road-B

Quantity8.76

Rate3602

Amount 31554.83

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 surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity6773

Rate26

Amount 180500.45

Road-B

Quantity12250

Rate26

Amount 326585

Road-C

Quantity3799.75

Rate26

Amount 101263.34

Road-D

Quantity1923.2

Rate26

Amount 51272.51

BM (Grade-II) Required Thick (50-75mm) 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 required thickness 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-A

Quantity147.85

Rate8226

Amount 1216273.24

Road-B

Quantity127.5

Rate8226

Amount 1048866

Road-C

Quantity180.98

Rate8364

Amount 1513886.84

DBM (Grade-I) 90mm Thick using VG40 Providing, laying 90mm 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 VG40 Grade bitumen for premixing per 10sqm of 75mm 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 90mm 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-D

Quantity109.26

Rate9200

Amount 1005258.65

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

Quantity276.27

Rate10368

Amount 2864596.66

Road-B

Quantity386.06

Rate10368

Amount 4002990.51

Road-C

Quantity222.58

Rate10505

Amount 2338291.93

BM Grade-II Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50- 13.20mm,0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm&below size IRC metalwith37 Kgs of VG40 Grade bitumen for premixing per 10sqm 40mm thick including cost and conveyance of all materials to CMPsite, heating thebitumen, aggregate and mixing the min required temperature using Central hotmixplant20-30ton capacity,conveying the mix by tipper trucks to paversite,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Vibratory Roller to the required densityetc.,including labour for attending to paver to siteetc.,including hire and fuelcharges for20-30tCMP with bitumenboiler,tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required,including all other incidenta lchargesetc., complete asper specification usingCMP as per clause 504 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road-D

Quantity96.16

Rate8503

Amount 817681.17

BC (Grade-II) 40mm Thick using VG40 Providing and laying Bituminous Concrete to 40mm 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 VG40 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 40mm 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-D

Quantity125.49

Rate10740

Amount 1347816.56

Spreading with available excavated earth layers, not exceeding limits including watering consolidation by power roller rolling 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 for making up low berms

Quantity-

Rate-

Amount -

Road-A

Quantity236.36

Rate26

Amount 6301.36

Road-C

Quantity297.18

Rate26

Amount 7922.82

Road-D

Quantity90

Rate26

Amount 2399.4

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 Including compaction by Power roller shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112, 201 using Earth from barrow Area

Quantity-

Rate-

Amount -

Road-B

Quantity678.8

Rate169

Amount 115151.63

Box Culvert

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 Masonary in cement mortar

Quantity-

Rate-

Amount -

Road-A

Quantity17.56

Rate283

Amount 4971.94

Road-C

Quantity52.68

Rate283

Amount 14915.82

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-A

Quantity334.15

Rate289

Amount 96692.99

Road-C

Quantity837.54

Rate289

Amount 242358.95

Cement Concrete of grade M15 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering , labour charges for compacting, curing and all incidental charges etc., complete as per specification for LEVELLING COURSE BELOW Box culvert.

Quantity-

Rate-

Amount -

Road-A

Quantity7.36

Rate6051

Amount 44536.91

Road-C

Quantity27.79

Rate6483

Amount 180178.69

Vibrated Cement Concrete of grade M20 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand including cost and conveyance of all materials to site, including cost and labour charges for form work and centering , labour charges for compacting, curing and all incidental charges etc., complete as per specification for Foundation of Wing wall.

Quantity-

Rate-

Amount -

Road-A

Quantity8.78

Rate6240

Amount 54790.62

Road-C

Quantity18.37

Rate6672

Amount 122578.6

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISS/Hard broken granite metal and using 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 for Box culvert.

Quantity-

Rate-

Amount -

Road-A

Quantity46.47

Rate12181

Amount 566073.84

Road-C

Quantity139.4

Rate12613

Amount 1758373.48

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal and using M.Sand including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet

Quantity-

Rate-

Amount -

Road-A

Quantity112.24

Rate8701

Amount 976600.24

Road-C

Quantity247.93

Rate8595

Amount 2131129.42

Supply and fabrication of steel (HYSD) Fe500 grade 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-A

Quantity3.41

Rate95609

Amount 326410.05

Road-C

Quantity10.37

Rate95609

Amount 991850.57

Vibrated Reinforced cement concrete M30 Grade (Design mix) using ISS HBG Graded metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB

Quantity-

Rate-

Amount -

Road-A

Quantity28.86

Rate664

Amount 19186.13

Road-C

Quantity86.58

Rate697

Amount 60363.58

Collection and supply of carted earth including cost and conveyance to work site with an average lead of 5.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.

Quantity-

Rate-

Amount -

Road-A

Quantity232.26

Rate238

Amount 55282.53

Collection and supply of carted earth including cost and conveyance to work site with an average lead of 1.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.

Quantity-

Rate-

Amount -

Road-C

Quantity503.31

Rate183

Amount 92266.79

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 Soil compactor to achieve the desired density and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.for diversion road

Quantity-

Rate-

Amount -

Road-A

Quantity37.13

Rate1833

Amount 68095.68

Road-C

Quantity50.63

Rate2209

Amount 111852.81

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam as per required thick thick specification including premixing the materials with water at OMC in Mechnanical 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 Soil compactor to achieve 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 diversion road.

Quantity-

Rate-

Amount -

Road-A

Quantity37.13

Rate2148

Amount 79783.83

Road-C

Quantity50.63

Rate2277

Amount 115312.36

Filling behind Culvert with stone dust including cost and conveyance of stone dust to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907

Quantity-

Rate-

Amount -

Road-A

Quantity7.5

Rate237

Amount 1779.6

Road-C

Quantity22.5

Rate494

Amount 11120.63

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 back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications

Quantity-

Rate-

Amount -

Road-A

Quantity27.2

Rate192

Amount 5236

Road-C

Quantity57.8

Rate192

Amount 11126.5

Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road.

Quantity-

Rate-

Amount -

Road-A

Quantity7.5

Rate4276

Amount 32076

Road-C

Quantity22.5

Rate4276

Amount 96228

Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion road.

Quantity-

Rate-

Amount -

Road-A

Quantity7.5

Rate266

Amount 1996.5

Road-C

Quantity22.5

Rate266

Amount 5989.5

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Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate35398242

Amount -

Add GST at 18%

Quantity1

Rate6371684

Amount -

Total Value put to Tender

Quantity1

Rate41769926

Amount -

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Quantity1

Rate-

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Quoted Value

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Rate-

Amount -

Add GST at 18% of Final Quoted 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 35398242

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

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Quoted Rate in Words

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Highways Department Tender