Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date16 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 5,34,10,000 
Notes
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Costs

Summary

Widening From Il To Tl And Strengthening At Km 2/4 - 4/0 Of Trichy-cidambaram Road Branching At Km30/2 To Kallakudy-thappai Road Including Construction Of Protective Wall At Km 2/6, 2/8, 2/10, 3/2 And 3/4 And Widening Of Box Culvert At Km 2/6. Try 22

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BOQ Items

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DO_NOT_SHOW

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Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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

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Main work Km 2/4 - 4/0

506.29

1919

972000.86

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Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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

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Main work Km 2/4 - 4/0

235.48

2009

473204.12

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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.

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Main work Km 2/4 - 4/0

2548.16

21

55651.81

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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

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Main work Km 2/4 - 4/0

2499.82

2237

5593697.22

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Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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

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Main work Km 2/4 - 4/0

9999.3

81

816742.82

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Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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

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Main work Km 2/4 - 4/0

9999.3

18

188386.81

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Providing, laying 75 mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20 mm, 0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 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 the min the required temperature in central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5 (Grade-I)

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Main work Km 2/4 - 4/0

749.95

9270

6952478.97

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BC 40mm Thick (Grade-II) Using VG30 Bitumen 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 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 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

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Main work Km 2/4 - 4/0

399.97

10829

4331515.11

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Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.

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Main work Km 2/4 - 4/0

854.97

26

22793.5

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WIDENING OF CULVERTS

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Dismantling Culverts, bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a)Dismantling Plain Cement Concrete MORTH 111 112 202

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Widening of Culvert at Km 2/6

0.44

486

213.93

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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.

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Widening of Culvert at Km 2/6

203.2

289

58799.98

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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.

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-

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Widening of Culvert at Km 2/6

10.71

6154

65914.91

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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

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Widening of Culvert at Km 2/6

43.91

12571

552015.88

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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

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-

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Widening of Culvert at Km 2/6

3.95

95609

377752.23

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Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal using with M-Sand, including cost and conveyance of all materials from approved quarry to worksite 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 Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100

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Widening of Culvert at Km 0/4

97.67

7868

768497.84

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Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.

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Widening of Culvert at Km 2/6

6.61

308

2040.97

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CONSTRUCTION OF PROTECTIVE WALL

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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 Protective wall for Foundation

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Construction Of Protective Wall at Km 2/6

438

289

126744.06

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Construction Of Protective Wall at Km 2/8

1040.25

289

301017.14

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Construction Of Protective Wall at Km 2/10

739.13

289

213882.05

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Construction Of Protective Wall at Km 3/2

109.5

289

31686.02

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Construction Of Protective Wall at Km 3/4

54.75

289

15843.01

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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand including cost of 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 standard specification for LEVELLING COURSE BELOW FOUNDATION.

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Construction Of Protective Wall at Km 2/6

43.8

6154

269567.98

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Construction Of Protective Wall at Km 2/8

104.03

6154

640254.72

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Construction Of Protective Wall at Km 2/10

73.91

6154

454880.57

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Construction Of Protective Wall at Km 3/2

10.95

6154

67391.99

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Construction Of Protective Wall at Km 3/4

5.48

6149

33701.89

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Vibrated Cement Concrete M 20 mix (Nominal mix)using 40mm ISS size hard broken granite metal and using with M-Sand, including cost and conveyance of all materials from approved quarry to worksite 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 Below sill

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-

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Construction Of Protective Wall at Km 2/6

284.4

7128

2027433.56

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Construction Of Protective Wall at Km 2/8

675.46

7134

4819028.84

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Construction Of Protective Wall at Km 2/10

479.93

7138

3425749.94

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Construction Of Protective Wall at Km 3/2

71.1

7195

511626.36

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Construction Of Protective Wall at Km 3/4

35.56

7280

258903.83

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Vibrated Cement Concrete M 20 mix (Nominal mix)using 40mm ISS size hard broken granite metal and using with M-Sand, including cost and conveyance of all materials from approved quarry to worksite 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 Above sill

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-

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Construction Of Protective Wall at Km 2/6

204

8897

1815098.16

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Construction Of Protective Wall at Km 2/8

484.51

8898

4311499.45

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Construction Of Protective Wall at Km 2/10

344.25

8904

3065202

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Construction Of Protective Wall at Km 3/2

51

8988

458435.43

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Construction Of Protective Wall at Km 3/4

25.51

9106

232309.88

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Refilling of berms on both sides of carriageway by using box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.

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-

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Construction Of Protective Wall at Km 2/6

292

26

7784.72

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Construction Of Protective Wall at Km 2/8

693.5

26

18488.71

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Construction Of Protective Wall at Km 2/10

492.75

26

13136.72

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Construction Of Protective Wall at Km 3/2

73

26

1946.18

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Construction Of Protective Wall at Km 3/4

36.5

26

973.09

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and average lead of 5 km 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, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For Carted Earth with compaction for Filling With Conveyance Of 5 Kms Lead

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-

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Construction Of Protective Wall at Km 2/6

260

238

61885.2

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Construction Of Protective Wall at Km 2/8

617.5

238

146977.35

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Construction Of Protective Wall at Km 2/10

490.05

238

116641.7

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Construction Of Protective Wall at Km 3/2

65

238

15471.3

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Construction Of Protective Wall at Km 3/4

32.5

238

7735.65

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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

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-

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Construction Of Protective Wall at Km 2/6

94.8

192

18249

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Construction Of Protective Wall at Km 2/8

226.8

192

43659

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Construction Of Protective Wall at Km 2/10

160.8

192

30954

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Construction Of Protective Wall at Km 3/2

24

192

4620

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Construction Of Protective Wall at Km 3/4

10.8

192

2079

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Vibrated Cement Concrete of grade M20 (Nominal Mix) 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 for Parapet.

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-

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Construction Of Protective Wall at Km 2/6

4.86

11808

57387.66

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Construction Of Protective Wall at Km 2/8

12.42

11826

146882.77

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Construction Of Protective Wall at Km 2/10

8.64

11826

102179.32

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Construction Of Protective Wall at Km 3/2

1.08

11808

12752.81

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Construction Of Protective Wall at Km 3/4

0.81

11802

9560.21

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Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification in protective Wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.

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-

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Construction Of Protective Wall at Km 2/6

5.5

653

3593.7

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Construction Of Protective Wall at Km 2/8

16.5

653

10781.1

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Construction Of Protective Wall at Km 2/10

11

653

7187.4

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

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-

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Basic cost of value put to tender as per estimate

1

45260511

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Add GST at 18%

1

8146892

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Total Value put to Tender

1

53407403

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Quoted Percentage

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Contract Value of put to tender as per Estimate

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-

53407403

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

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-

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Quoted Rate in Words

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