Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 1,05,00,000 
Notes
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Costs

Summary

Try 28 Pattukkottai H C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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Road-B

429.25

52909

123.26

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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 - using Grading V Material. as per MORT&H Rev. V specifications No.111, 112, 401, 900.

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Road-B

89.25

228606

2561.42

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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 - using Grading III Material. as per MORT&H Rev. V specifications No.111, 112, 401, 900.

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Road-B

85

225786

2656.31

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm 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 / Basecourse 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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Road-A

45

135487

3010.84

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Road-B

212.5

639803

3010.84

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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using Pressure distributor as per clause 502- over WMM as per MORT&H Rev. V specifications No.111, 112, 502, 900.

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Road-A

450

36783

81.74

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Road-B

850

69462

81.72

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Tack coat - 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 - over granular surfaces treated with primer as per MORT&H Rev. V specifications No.111, 112, 503, 900.

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Road-A

450

8487

18.86

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Road-B

850

16031

18.86

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Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.

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Road-A

22.97

95810

4171.11

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Tack coat - 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 BT surface cleaned with mechanical broom as per clause 503 - over the BT surfaces as per MORT&H Rev. V specifications No.111, 112, 503, 900.

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Road-A

9404.02

254754

27.09

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Road-B

405.97

10997

27.09

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Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50 - 13.20 mm, 0.43 cum of 13.20 - 2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG 30 Grade bitumen for premixing per 10 sqm 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 hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm 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 Grading II .as per MORT&H Rev. V specifications No.111,112,504, 900.

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Road-A

95.63

900461

9416.1

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Road-B

42.5

400184

9416.1

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Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG 30 bitumen for premixing per 10 sqm 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 hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30 mm 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 as per MORT&H Rev. V specifications No.111,112,507,900.

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Road-A

295.61

3454403

11685.68

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Road-B

37.68

440316

11685.68

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Forming and raising the berms with carted earth with a lead of 30 km from the available source to work site including cost of earth conveyance charges and filling levelling to the lines, grades and cross sections, compaction by approved means complying with standard specification as shown in the drawings or as indicated by the engineer (for raising berms) MORT&H Vth Rev. 111, 112, 201, 301, 305 and 900 (for raising berms)

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Road-A

509.3

266827

523.91

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Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M 20 (1:1.5:3) using 20 and 12 mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site, including all other incidental charges etc, complete as per drawing and standard specification

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Road-B

44

22795

518.07

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Refilling of berms on both sides of carriageway by using earth available at site with compaction and in accordance with the specifications and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH.

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Road-B

2.09

89

42.85

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Dismantling of existing Brick work in cement mortor including T & P and scaffolding whenever necessary, sorting the dismantled material disposal of unserviceable material and stacking carefully the serviceable materials for all leads & lifts

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Road-B

18.21

5155

283.14

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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

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-

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Road-B

186.09

53966

290

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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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

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-

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Road-B

7.29

49615

6806

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Cement Concrete of grade M20 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 FOUNDATION OF WING WALL as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

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Road-B

3.37

23573

6995

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Vibrated Reinforced Cement Concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal 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

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Road-B

45.12

583852

12940

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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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Road-B

3.33

317998

95610

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Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal, 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 height including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for - Wing wall and Parapat wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

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-

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Road-B

42.17

384590

9120

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Vibrated reinforced cement concrete M30 (Design mix) using ISS graded size hard granite metal using M-sand including cost and conveyance of all materials to site exculding cost and fabrication of steel Reinforecment but incluidng 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 incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness

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Road-B

29.61

21360

721.4

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Stone Dust Filling around the pipes in between the body 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., 2907 For Culvert

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Road-B

17.27

11202

648.67

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Forming and raising / formation of embankment with carted earth with a lead of 30 km from the available source to work site including cost of earth conveyance charges and filling levelling to the lines, grades and cross sections, compaction by approved means complying with standard specification as shown in the drawings or as indicated by the engineer MORT&H Vth Rev. 111, 112, 201, 301, 305 and 900 (for Diversion Road)

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Road-B

195

102162

523.91

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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 / Basecourse 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 Diversion Road)

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Road-B

24.75

74518

3010.84

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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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8891271

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Add GST at 18%

1

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1600429

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Total Value put to Tender

1

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10491700

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Quoted Percentage

1

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Quoted Value

1

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Add GST at 18% of Final Quoted Value

1

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-

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Total Value of Contract Including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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8891271

-

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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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