Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Drainage Work

Eprocure

Nilgiris, Tamil Nadu

Opening Date14 Oct 2024

Closing Soon23 Oct 2024

Tender Amount₹ 3,25,00,000

Notes

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Costs

EMD
₹ 1,72,500
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_493394_1
Tender No
018-2024-25-1
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-1137.7 kBTendernotice_1.pdf

Tender Notice

BOQ-1437.2 kBBOQ_586242.xls

Bill of Quantity

Document-3491.0 kB018.PQDocument.pdf

Pre Qualification Document Volume I

Document-2435.6 kB018.Pricebiddoc.pd...018.Pricebiddoc.pdf

Financial bid document Volume II

Document-157.4 kBTender_Detail_2024...Tender_Detail_2024_HWAY_493394_1.html

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BOQ Items

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Quantity-

Rate-

Amount -

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Road C

Quantity187

Rate345

Amount 64537.44

Road D

Quantity212.71

Rate345

Amount 73410.48

Vibrated Cement concrete of grade M10 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for levelling course (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Quantity1

Rate-

Amount -

Road A

Quantity16.41

Rate7049

Amount 115680

Road B

Quantity32.58

Rate7215

Amount 235083.6

Road C

Quantity13.78

Rate6983

Amount 96232.77

Road D

Quantity15.67

Rate7181

Amount 112527.37

Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200)

Quantity1

Rate-

Amount -

Road A

Quantity128.68

Rate7912

Amount 1018237.12

Road B

Quantity269.04

Rate8080

Amount 2174042.29

Road C

Quantity173.4

Rate7847

Amount 1360685.41

Road D

Quantity197.24

Rate8044

Amount 1586726.77

Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200)

Quantity1

Rate-

Amount -

Road A

Quantity315.41

Rate10183

Amount 3211993.51

Road B

Quantity621.12

Rate10280

Amount 6385262.67

Road C

Quantity319.04

Rate9626

Amount 3071222.61

Road D

Quantity362.92

Rate9824

Amount 3565329.71

Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal 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 Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Quantity1

Rate-

Amount -

Road A

Quantity17.82

Rate14602

Amount 260223.86

Road B

Quantity32.94

Rate14767

Amount 486437.17

Road C

Quantity8.64

Rate14537

Amount 125600.2

Road D

Quantity9.72

Rate14734

Amount 143220.51

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-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 (Morth No. 2706, 900)

Quantity1

Rate-

Amount -

Road A

Quantity83.17

Rate203

Amount 16891.83

Road B

Quantity219.03

Rate203

Amount 44484.99

Road C

Quantity100.04

Rate203

Amount 20318.12

Road D

Quantity113.96

Rate203

Amount 23145.28

Supply of NP 4 class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458 / 1989 cost of pipe including all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmental officers etc., Complete FOR PIPE CULVERT. (Morth No. 2900, 900)

Quantity1

Rate-

Amount -

Road A

Quantity5

Rate4276

Amount 21384

Hoisting and Fixing of 1000 mm dia pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete FOR PIPE CULVERT. (Morth No 2904, 2905, 2906)

Quantity1

Rate-

Amount -

Road A

Quantity5

Rate266

Amount 1331

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 MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.

Quantity1

Rate-

Amount -

Road A

Quantity104.67

Rate1937

Amount 202804.41

Road B

Quantity201.78

Rate2061

Amount 415985.61

Road C

Quantity84.6

Rate1888

Amount 159790.79

Road D

Quantity96.23

Rate2035

Amount 195839.6

Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900)

Quantity1

Rate-

Amount -

Road A

Quantity719.3

Rate59

Amount 43150.81

Road B

Quantity1076.8

Rate59

Amount 64597.23

Road C

Quantity295

Rate59

Amount 17697.05

Road D

Quantity671.13

Rate59

Amount 40261.09

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, 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 Boxing (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

Road A

Quantity150.52

Rate172

Amount 25973.73

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 - V Material (Morth No. 111, 112, 401, 900)

Quantity1

Rate-

Amount -

Road A

Quantity39.18

Rate3104

Amount 121617.07

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 soil compactor 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.(Morth No. 111, 112, 406, 900)

Quantity1

Rate-

Amount -

Road A

Quantity78.35

Rate3333

Amount 261187.56

Providing and laying Prime Coat over 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 (Morth No. 111, 112, 501, 502, 900)

Quantity1

Rate-

Amount -

Road A

Quantity313.4

Rate98

Amount 30995.26

Providing and laying Tack Coat over 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 as per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

Road A

Quantity313.4

Rate20

Amount 6427.83

Providing, laying 50mm 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 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 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 50mm 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 - Grading II (Morth No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity15.67

Rate11642

Amount 182433.9

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 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 - Grading II (Morth No. 111, 112, 501, 507,900)

Quantity1

Rate-

Amount -

Road A

Quantity9.4

Rate12543

Amount 117911.53

CC Drain

Quantity1

Rate-

Amount -

Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all other 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 excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for Drain (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

Road C

Quantity153.9

Rate172

Amount 26556.98

Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification FOR BASE COURSE TO DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Quantity1

Rate-

Amount -

Road C

Quantity102.6

Rate7668

Amount 786812.72

Vibrated Cement concrete of grade M20 (Nominal mix) using 20mm and below and below ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Quantity1

Rate-

Amount -

Road C

Quantity51.3

Rate8345

Amount 428139.03

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

Rate27496018

Amount -

Add GST at 18%

Quantity1

Rate4949283

Amount -

Total Value put to Tender

Quantity1

Rate32445301

Amount -

Differnce Amount (Excess/less)

Quantity1

Rate-

Amount -

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Add GST at 18% of Quoted Amount

Quantity1

Rate-

Amount -

Total Value of Quoted Amount including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount 27496018

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

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Amount -

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Highways Department Tender