Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date27 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 1,91,90,000 
Notes
Download

Costs

Summary

Strengthening At Km.24/0-26/0 Of Nagore - Nannilam - Nachiyarkoil Road Including Reconstruction Of Box Culvert At Km.24/4 Try-97

Description

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BOQ Items

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Providing and laying Prime Coat over WMM surface using pressure distributor 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 per Clause 502 of MORTH Rev-5

1633.65

80

131998.92

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Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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 per Clause 503 of MORTH Rev-5

1633.65

18

30222.53

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Providing and laying Tack Coat over Existing BT surface using pressure distributor 2.00 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.

12710

26

340628

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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works Patch Works)

33.05

9083

300197.78

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DBM (Grade-I) 80mm Thick using VG30 Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.4cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below and with 71.30Kgs 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 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 80mm 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

130.69

10047

1313042.43

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DBM (Grade-II) 50mm Thick using VG30 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 of 50mm 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 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

635.5

10726

6816449.26

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BC (Grade-II) 30mm Thick using VG30 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 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 30/40mm 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

446.64

11473

5124716.1

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average lead of 10km 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 making up of low berms with conveyance of 10 Kms Lead.

399.79

306

122499.65

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Box Culvert

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Dismantling Culverts,bridges and other structures Dismantling 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

17.22

486

8372.36

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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 foundation.

122.38

289

35413.1

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Cement Concrete of grade M15 (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, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

5.9

7238

42707.8

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Cement Concrete M20 grade 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall

1.74

7351

12790.76

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Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert

36.76

13383

491979.3

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Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using 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 - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

22.21

9599

213211.56

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Supply and fabrication of (HYSD) Steel Grade 500 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

2.65

95609

253460.17

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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 backfill arrangements with 100mm size broken granite stones ate the periphery and labour charges for fixing etc., complete to draing the backfill as per standard specification.

5.6

192

1078

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Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping,ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.

13.02

833

10846.18

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Excavation for Roadway and drainage 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 Box Cutting in Culvert Easing portion. as per MORT&H Rev.V Specifications No.100,111,112,304,305

72.16

123

8894.44

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900. for Culvert Portion

29.77

3144

93605.81

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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 MORT&H Rev.V specifications No.111,112,401,900. for Culvert Portion

13.86

3240

44914.44

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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. for Culvert Portion

34.68

3217

111596.43

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Providing and laying Tack Coat over Cement Concrete surface using pressure distributor 3.00Kg 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

23.31

20

487.65

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Providing and laying Bituminous Concrete to 50 mm thick using 0.22 cum of 26.5 - 13.20mm, 0.24cum of 13.20-2.36mm and 0.26 cum of 2.36 and below IRC HBG metal with 62.20 kgs of VG30 bitumen for premixing per 10sqm of 50mm 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 50mm with mechanical paver to the specified grades and crosssections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller 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 /Pneumatic roller and all other tools and plant required, including fuel and all other incidentalcharges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

1.17

11011

12883.57

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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

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16256713

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Add GST at 18%

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2926208

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Total Value put to Tender

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19182921

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Quoted Percentage

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Quoted Value

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Add GST at 18% of Final Quoted Value

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Total Value of Contract Including 18% of GST

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Basic cost of value put to tender as per Estimate

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16256713

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

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Quoted Rate in Words

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