Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 95,00,000 
Notes
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Costs

Summary

Mdu 179 Tn No 53 2023 24 Hdo Dated 24 01 2024

Description

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Road A

576.5

64596

112.05

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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 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 MORTH Specification clause 401 For Grading-V Material

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Road A

248.94

455189

1828.51

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Construction of granularsub-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 achievethe desired density, complete as per clause 401 For Grading-III Material

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Road A

131.02

252281

1925.52

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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 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

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Road A

499.51

1114077

2230.34

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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

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Road A

3029.77

228232

75.33

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Providing and laying Tack Coat over granular 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

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Road A

3029.77

51172

16.89

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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 bituminous/granular surface cleaned with mechanical broom as per clause 503 - over existing bituminous surface.

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Road A

92.5

2245

24.28

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5013.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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

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Road A

157.58

1318285

8365.82

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.009.50mm, 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

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Road A

92.77

984983

10617.48

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Refilling - 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 berms using box cutting

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Road A

157.77

6145

38.95

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Earthwork excavation in all classes of soil not requiring blasting 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 incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specification for FOUNDATION OF retaining wall.

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Retaining wall at km 0/8, 1/6

291.6

32673

112.05

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Palin Cement concrete of grade M 20 (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, 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 FOUNDATION OF retaining wall.

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Retaining wall at km 0/8, 1/6

97.2

588393

6053.43

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for PCC Retaining wall( Below sill).

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Retaining wall at km 0/8, 1/6

122.31

910964

7448

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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for PCC Retaining wal Above sill.

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Retaining wall at km 0/8, 1/6

138.78

1388993

10008.6

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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 work site cost and labour for semi-sperical back fill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc.,complete to drain the back fill as per standard specifications as per MORTH specification 2700, 900

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Retaining wall at km 0/8, 1/6

148.35

30129

203.1

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Fiiling Excavated earthwork 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, as per MORTH Specification.No. 111,112,202, 301, 302, 303, 900 (for berms)

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Retaining wall at km 0/8, 1/6

69.52

10497

151

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Refilling - 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.

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Retaining wall at km 0/8, 1/6

291.6

11357

38.95

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Center Median at km 0/8, 1/6

7.78

303

38.95

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Cement Concrete of grade M20 (1:1.5:3) for pier protecting wall using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water,including two coats of enamel painting over a new concrete surface, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500,1700 & 2200 for Kerb wall.

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Center Median at km 0/8, 1/6

37

31627

854.79

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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)

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a) 90 cm Equilateral Traingular Board

9

46134

5126

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b) High Octaognal Board -90 cm

2

16410

8205

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c) 60 cm Equilateral Traingular Board

2

9026

4513

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Providing and creating of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity prismatic Grade sheeting confirming to Type –IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild steel angle and supported on a mild steel angle post 75mmX75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of propertly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consists of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 Years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No. 801) Area more than 0.9 sqm

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Area more than 0.9 sqm

2.16

25498

11805

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Providing and Erecting of Retro Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801 (30cm X 90 Cm rectangular)

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Hazard marker

2

8000

4000

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Providing and laying of hot applied thermoplastic compound 2.5mm thick reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level,uniform and free from steaks and holes etc., complete ( as per MORT&H specification No: 803 )

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298.8

265932

890

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Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate /methyl methecrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prosmatic lens capable of providing total internal reflection of the light entering the lens face with retrom- reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023 b/00/97-DO.III dt. 11.06.97 the height, width and the length, shall not be less than . 15mm, 90mm and 100mm and minimum refeltive area of 13Sq.cm on each side and the slope to the base shall be 35+/-5 dgree. each reflector shall have a CIL not less than values specified in table 2 of said MORT&H circular. The strength of detachment of the integrated cylinderical shaks, (of dia meter not less than 19 +/-2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufactures recommendaton and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. and confirming to IRC35-2015 guidlines and MORT&H specification 804 etc. complete.

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325

156000

480

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Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluoresent yellow retro reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism andsheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

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-

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Rigid median marker

60

28200

470

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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

1

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8048742

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Add GST at 18%

1

-

1448774

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Total Value put to Tender

1

-

9497516

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Excess/Less Percentage

1

-

-

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Final Value

1

-

-

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Add GST at 18% of Final Value

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Basic cost of value put to tender as per Estimate

-

8048742

-

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

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