Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Apr 2025
Closing Soon27 May 2025
Tender Amount₹ 2,69,22,000 
Notes
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Bid Capacity
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Available Bid capacity = (A* N* 2.5 - B)
Technical Capacity
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The bidder should have satisfactorily completed (not less than 90% of contract value), as a prime contractor or as a partner of JV for similar works during last five years ending last day of month previous to the one in which bids are invited. The similar works should be one of the following: i. three similar completed works costing not less than amount equal to Rs.67.31 lakh each. ii. two similar completed works costing not less than amount equal to Rs. 94.23 lakh each. iii. one similar completed work costing not less than amount equal to Rs. 134.61 lakh. The escalation factors to be used to bring the value of such completed works to the level of current financial year are: Year Before: One - 1.10, Two - 1.21, Three - 1.33, Four - 1.46, Five - 1.61.Three similar completed works costing not less than Rs. 67.31 lakh each, Two similar completed works costing not less than Rs. 94.23 lakh each, One similar completed work costing not less than Rs. 134.61 lakh. Also, specific projects include: - Road maintenance: BILL NO. 1 with an amount of Rs. 10935393.94 - Road property maintenance: BILL NO. 2 with an amount of Rs. 4370810.85 - Pavement repairs: BILL NO.3 with an amount of Rs. 11615940.00 Total amount for these projects is Rs. 26922144.79. Minimum Average Annual Turnover is Rs. 269.22 lakh. Single work of Rs.134.61 lakh (minimum 50% of estimated cost of work), or Two similar works each of Rs.94.23 lakh (minimum 35% of estimated cost of work), or Three similar works each of Rs. 67.31 lakh (minimum 25% of estimated cost of work).

Costs

Summary

Short Term Maintenance Contract (stmc) Work From Km 106/2-133/2 Of Thanjavur - Perambalur - Attur Road Of Nh-136 In The State Of Tamil Nadu For The Year 2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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Submergible causeway 7x2.00m

1

2180

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ROAD MAINTENANCE

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Minor Bridge 5x3.65m

1

2798

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Clearing cleaning, deepening and reshaping of roadside unlined/ kaccha drains and making shallow kaccha Iateral drains on shoulders wherever required, including removal and disposal of sediments, extraneous debris and vegetation groMh blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- ln-Charge and as per Maintenance Standard Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon) a) Drains having depth upto 0.6 meter

55772

90

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Removable of rank vegetation/weeds and undesirable vegetation from shoulders,embankment slopes upto ROW(both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-in-charge and as per maintenance Standards Clause 3.3 (Frequency will be once in a quarter).

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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 90cm rectangular

43

4000

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Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

27

2197

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

627.9

890

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Pipe Culvert 2x0.6m

2

274

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Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

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6500

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a) Shoulder including side slopes of embankment upto toe line on both sides of the carriageway.(Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/undesirable vegetation and weeds).

181680

29

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Hectometer stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

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574

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Pavement Repairs

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Road Property Maintenance

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Slab Culvert 1x2m

3

305

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Slab Culvert 1x1.0m -15 Nos Cut stone Culvert 1x1.0m - 2 Nos

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203

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Pipe Culvert 5x0.9m

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936

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Minor Bridge 2x6.80m

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2122

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Supplying and installation of Delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

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2400

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Pipe Culvert 2x0.9m

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412

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Minor Bridge 3x5.90m

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2718

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Minor Bridge 1x9.80m

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1570

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Minor Bridge 2x7.10m

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2209

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Pipe Culvert 1x0.6m

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162

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Pipe Culvert 3x0.9m

2

587

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Slab Culvert 1x1.5m

4

254

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Pipe Culvert 4x0.75m

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687

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Slab Culvert 2x3m

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874

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Pipe Culvert 1x0.9m -6 Nos Slab Culvert 1x0.9m - 1 Nos

7

193

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Minor Bridge 3x6.80m

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3111

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Minor Bridge 3x8.40m

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3808

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Providing and fixing Reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) 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 manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete

2635

480

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Slab Culvert 1x3m

4

499

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Major Bridge 7x10.35m

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10678

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Providing treatment and repair to pot holes / ruts and any depth / patch repair of all types of bitumen pavement with - Bituminous concrete Grade II (40mm thick) as per Technical specification clause 3004.2.

26460

439

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Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restroing the eroded area to originally constructed cross section to outs and fills slopes/ shoulders conforming to Teechnical Specifications Clause no.3002. Fiel material should be brought from borrow areas located outside ROW conforming to Technical Specification no.305 Watered and well compacted With plate Compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of Compacted Fill material to be measured on cross sectional area basis)

2820

148

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Clearing Slab/Box type Culverts and pipe culverts including clearing, cleaning and reshaping of upstream faces of these culverts with in right of way. The job includes disposal of excess material recovered from site including vegitation outside ROW with all leads and lifts complete in all respect as per direction of Engineer-in-charge and as per maintenance Standards Clause 3.1 (Frequency of cleaning wii be one time in a year i.e before start of monsoon) (Minimum of culvert / minor bridge per KM of road - 5 nos)

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