Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Dindigul, Tamil Nadu

Opening Date2 Sep 2024

Closing Date23 Sep 2024

Tender Amount₹ 3,04,49,000

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Costs

EMD
₹ 1,63,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu No 048 Tn No 12 2024 25 Hdo Dated 23 08 2024

Description

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Tender Id
2024_HWAY_477926_1
Bid Award Id
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Tender No
MDU No 048 TN No 12 2024 25 HDO Dated 23 08 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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BOQ Items

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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity43.34

Rate163114

Amount 3763.61

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity187.5

Rate4095

Amount 21.84

Excavation 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 including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 Box Cutting for widening

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity1865.65

Rate229960

Amount 123.26

Road B (Km 10/4)

Quantity1147.64

Rate141458

Amount 123.26

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 B (Km 10/4)

Quantity194.52

Rate411818

Amount 2117.1

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 (Km 5/0 - 7/5)

Quantity692.14

Rate1403819

Amount 2028.23

Road B (Km 10/4)

Quantity369.58

Rate749593

Amount 2028.23

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using 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 Specification no.111,112,406,900

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity1203.48

Rate2548007

Amount 2117.2

Road B (Km 10/4)

Quantity486.29

Rate1029573

Amount 2117.2

Road C (Km 0/0 - 2/0)

Quantity12

Rate25406

Amount 2117.2

Prime coat Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 perClause 502 of MORTH Rev-5 Specification no. 111, 112, 501,502,900- over WMM

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity5206.59

Rate426211

Amount 81.86

Road B (Km 10/4)

Quantity1945.16

Rate159211

Amount 81.85

Road C (Km 0/0 - 2/0)

Quantity80

Rate6548

Amount 81.85

Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity5206.59

Rate98456

Amount 18.91

Road B (Km 10/4)

Quantity1945.16

Rate36763

Amount 18.9

Road C (Km 0/0 - 2/0)

Quantity80

Rate1512

Amount 18.9

Tack coat - Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 Specification no.111,112,501, 503,900

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Amount -

Road A (Km 5/0 - 7/5)

Quantity70.4

Rate1506

Amount 21.4

Tack coat - Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity8941.49

Rate242582

Amount 27.13

Road B (Km 10/4)

Quantity2579.86

Rate69965

Amount 27.12

Road C (Km 0/0 - 2/0)

Quantity12804.15

Rate347248

Amount 27.12

Bituminous Macadam :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 37Kgs of VG30 Grade bitumen for premixing per 10sqm 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 thickness of 50mm 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 Specification no.111,112,501,503,900 - Grading II

Quantity-

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Amount -

Road A (Km 5/0 - 7/5)

Quantity285.09

Rate2420311

Amount 8489.64

Road B (Km 10/4)

Quantity129.26

Rate1097370

Amount 8489.64

Road C (Km 0/0 - 2/0)

Quantity162.4

Rate1378717

Amount 8489.64

Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 30/40mm 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 VG30 bitumen for premixing per 10sqm 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II

Quantity-

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Amount -

Road A (Km 5/0 - 7/5)

Quantity426.27

Rate4602812

Amount 10797.88

Road B (Km 10/4)

Quantity135.75

Rate1465812

Amount 10797.88

Road C (Km 0/0 - 2/0)

Quantity386.52

Rate4173596

Amount 10797.88

Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approvedquarry, including cost and conveyance of all materials to work site, including hire and fue lcharges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.

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Road B (Km 10/4)

Quantity190.4

Rate108069

Amount 567.59

Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers (Earth work compaction only)

Quantity-

Rate-

Amount -

Road A (Km 5/0 - 7/5)

Quantity414

Rate11028

Amount 26.64

Road B (Km 10/4)

Quantity133.95

Rate3568

Amount 26.64

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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 Carted Earth with compaction for making up of low berms

Quantity-

Rate-

Amount -

Road C (Km 0/0 - 2/0)

Quantity543

Rate99531

Amount 183.3

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, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for Foundation of Abutments and Piers.

Quantity-

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Amount -

Road A (Box culvert)

Quantity192.72

Rate55888

Amount 290

Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for Levelling course below culvert.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity11.52

Rate71205

Amount 6181

Vibrated reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Box Cell.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity48.47

Rate606201

Amount 12506.73

Vibrated cement concrete M20 (Nominalmix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for form work, centering, labour charges forl aying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity68.42

Rate594694

Amount 8691.82

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. 1000, 1500,1600 & 900

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Amount -

Road A (Box culvert)

Quantity3.97

Rate379568

Amount 95609.27

Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.

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Amount -

Road A (Box culvert)

Quantity4

Rate9992

Amount 2498.1

Calculation of SubTotal, GST and Total Amount carried out by system automatically

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Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 25803041

Add GST at 18%

Quantity1

Rate-

Amount 4644547

Total Value put to Tender

Quantity1

Rate-

Amount 30447588

Excess/Less Percentage

Quantity1

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Amount -

Final Value

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Add GST at 18% of Final Value

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Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate25803041

Amount -

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

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Amount -

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