Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date21 Feb 2025
Tender Amount₹ 2,69,09,000 
Notes
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Work Experience Requirements
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The important information given under the technical capacity header which is specifically related to prior work experience is that the bidder should have satisfactorily completed, as a prime contractor or as a partner of JV, similar works during the last five years. The similar works should be one of the following: * Three similar completed works costing not less than amount equal to Rs.67.27 lakh each, * Two similar completed works costing not less than amount equal to Rs.94.18 lakh each, * One similar completed work costing not less than amount equal to Rs.134.55 lakh. The similar work constitutes construction/maintenance of roads and the bidder should have completed not less than 90% of contract value. The escalation factors to be used are 1.10 for Year Before One, 1.21 for Year Before Two, 1.33 for Year Before Three, 1.46 for Year Before Four, and 1.61 for Year Before Five.Similar work or eligible projects mentioned include: 1. Three similar completed works with a cost of not less than Rs.67.27 lakh each. 2. Two similar completed works with a cost of not less than Rs.94.18 lakh each. 3. One similar completed work with a cost of not less than Rs.134.55 lakh. These works involve construction/maintenance of roads with a completion percentage of not less than 90% of the contract value. Specific projects mentioned are: 1. Road Maintenance: - Bill No. 1: ROAD MAINTENANCE with an amount of Rs. 8804778.30, including tasks such as: - Maintenance of median and existing plants - Providing treatment and repair to pot holes/ruts - Providing road patrols and surveillance, automobile assistance, tow away cranes and ambulance service 2. Pavement Repairs: - Bill No. 2: PAVEMENT REPAIRS with an amount of Rs. 18104634.80 The total amount for these projects is Rs. 26909413.00. Additionally, tasks with percentage values mentioned include: - Watering of plants (50%) - Application of FYM or sludge (10%) - Application of insecticides/pesticides/fungicide (5%) - Training and pruning of shrubs/plants (20%) - Replacement of dead/damage plants (15%) - Vehicle fitness and availability of required equipment (25%) - GPS based log record of vehicle movement (25%) - Availability of trained personnel manning the vehicle (20%) - Average response time of ambulance and cranes (30%)

Costs

Summary

Short Term Maintenance Works On Selected Stretches From Km. 1/400 To Km.2/400 Km.3/00- 5/400, Km.10/350 15/600, Km 20/860 21/600, Km 40/400 41/200 Km, Km 47/00-57/000 And Km .58/300-63/200 Of New Nh-181 Coimbatore To Gundlupet Road

Description

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BOQ Items

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DO_NOT_SHOW

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

12960

29

-

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Hill - Km 50/0 - 57/0 and Km 58/3 - 63/2 of NH 181

90720

41

-

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Clearing slab/ box type culverts and pipe culverts including clearing, clearing and reshaping of upstream and down stream faces of these culverts with in right of way. The job includes disposal of excess material recovered from site including vegetation 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 will be Twice in a year i,e. before start of monsoon) (SOP - Road Maintenance - Item No - 1.8)

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Corporation - Km 1/4 - 2/4, Km 3/0 - 5/4, Km 10/350 - 15/6 and Km 20/860 - 21/6 of NH 181

-

-

-

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Slab Culvert

2

195

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Minor Bridge

1

893

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

-

-

-

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Slab Culvert

1

122

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Slab Culvert

1

749

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Box Culvert

2

178

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Major Bridge

1

16137

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Hill - Km 50/0 - 57/0 and Km 58/3 - 63/2 of NH 181

-

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Slab Culvert

15

209

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Slab Culvert

8

667

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Pipe Culvert

18

125

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Box Culvert

12

178

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Cut Stone Culvert

15

91

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Minor Bridge

3

1244

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Minor Bridge

3

4954

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Major Bridge

1

11304

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Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifcations Clause no. 3002. Field 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) (SOP - Road Maintenance - Item No - 1.1)

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Corporation - Km 1/4 - 2/4, Km 3/0 - 5/4, Km 10/350 - 15/6 and Km 20/860 - 21/6 of NH 181

332

153

-

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

184

148

-

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Hill - Km 50/0 - 57/0 and Km 58/3 - 63/2 of NH 181

952

186

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Clearing and removing silt deposit abutting the Centre Median on both sides for an average width of 0.75m on either sides including collection and removing of silt deposit, loading including conveying away including conveyance charges, traffic diversion etc., complete (once in 2 months)

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Corporation - Km 1/4 - 2/4, Km 3/0 - 5/4, Km 10/350 - 15/6 and Km 20/860 - 21/6 of NH 181

47100

40

-

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

4800

36

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Painting Two Coats on old Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on old plastered concrete surfaces) (Frequency of Painting will be as per site requirement however limited to once in a year)

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Corporation - Km 1/4 - 2/4, Km 3/0 - 5/4, Km 10/350 - 15/6 and Km 20/860 - 21/6 of NH 181

11564

153

-

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

1920

144

-

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Pavement Repairs

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Providing treatment and repair to pot holes / ruts and any depth / patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of engineer by using paving grade bitumen / emulsion/ cold ready mix material. the job includes removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of Technical Specification.

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Corporation - Km 1/4 - 2/4, Km 3/0 - 5/4, Km 10/350 - 15/6 and Km 20/860 - 21/6 of NH 181

18495.1

448

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Non - Corporation - Km 40/4 - 41/2 and Km 47/0 - 50/0 of NH 181

4520.88

447

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Hill - Km 50/0 - 57/0 and Km 58/3 - 63/2 of NH 181

13559

493

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Tack coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. - over Existing BT Surface

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Tack Coat - Non - Corporation - Km 40/4 - 41/2 of NH 181

21.6

13

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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (CRUMB - 55) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II

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BC - II - Non - Corporation - Km 40/4 - 41/2 of NH 181

0.65

11354

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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.

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Non - Corporation - Km 40/4 - 41/2 of NH 181

410.7

890

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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

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Non - Corporation - Km 40/4 - 41/2 of NH 181

519

480

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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. HighintensityRetro-Reflectrosheet 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

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Km 41/050, 41/100, 41/120, 41/150 and 41/400 of NH 181

5

4000

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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with 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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90 Cm - Equilateral triangle

12

6900

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60 Cm - Circular Board

4

6283

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Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.

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Km 41/050, 41/100, 41/120, 41/150 and 41/400 of NH 181

5

25000

-

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Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

-

-

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KM Stone

54

2197

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Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.

-

-

-

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HM Stone

208

574

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