Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 May 2024
Closing Date30 Jul 2024
Tender Amount₹ 2,22,84,000
Costs
EMD
₹ 4,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134381_1Bid Award Id
ViewTender No
TN24322Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
KM 3/0 - 4/0
2400
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KM 4/0 - 5/0
2400
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-
KM 5/0 - 6/0
2400
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-
KM 6/0 - 6/300
720
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-
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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-
KM 2/700 - 3/0
375
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-
KM 3/0 - 4/0
1239.12
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-
KM 4/0 - 5/0
1160.5
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-
KM 5/0 - 6/0
1239.12
-
-
KM 6/0 - 6/300
375
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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KM 2/700 - 3/0
520.08
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KM 3/0 - 4/0
1745.44
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-
KM 4/0 - 5/0
1768.82
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-
KM 5/0 - 6/0
1748.59
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-
KM 6/0 - 6/300
542.86
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)
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KM 2/700 - 3/0
168.75
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-
KM 3/0 - 4/0
557.61
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-
KM 4/0 - 5/0
522.22
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-
KM 5/0 - 6/0
557.61
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-
KM 6/0 - 6/300
168.75
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Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface (a) 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be mensured
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KM 2/700 - 3/0
1156.25
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KM 3/0 - 4/0
3717.37
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-
KM 4/0 - 5/0
3535.62
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-
KM 5/0 - 6/0
3717.37
-
-
KM 6/0 - 6/300
1156.25
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-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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-
KM 2/700 - 2/800
60.94
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job, finished work to be measured. (ref: MORD sl.no4.11-(i) page no.4-20)
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KM 2/800 - 3/0
90
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KM 3/0 - 4/0
446.08
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-
KM 4/0 - 5/0
424.27
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-
KM 5/0 - 6/0
446.08
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-
KM 6/0 - 6/300
138.75
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-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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KM 2/700 - 2/800
406.25
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Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology Iased Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on Prepared surface of granular base including cleaning of road surface and prime coat-mis made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water ($1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
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KM 2/800 - 3/0
750
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-
KM 3/0 - 4/0
3717.37
-
-
KM 4/0 - 5/0
3535.62
-
-
KM 5/0 - 6/0
3717.37
-
-
KM 6/0 - 6/300
1156.25
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-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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KM 2/700 - 2/800
406.25
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Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water- soluble Organosilane material (forming water clear solution): 1 part water (1000 ppm TDS): 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (ref: MORD Pg. No. 5-4)
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KM 2/800 - 3/0
750
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-
KM 3/0 - 4/0
3750
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-
KM 4/0 - 5/0
3579.12
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-
KM 5/0 - 6/0
3750
-
-
KM 6/0 - 6/300
1156.25
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-
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
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-
KM 2/700 - 2/800
20.32
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Using Zycotherm)
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KM 2/800 - 3/0
37.5
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KM 3/0 - 4/0
187.5
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KM 4/0 - 5/0
178.96
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KM 5/0 - 6/0
187.5
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-
KM 6/0 - 6/300
57.82
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Using Waste Plastic)
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KM 2/700 - 2/800
406.25
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KM 2/800 - 3/0
750
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-
KM 3/0 - 4/0
3750
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-
KM 4/0 - 5/0
3579.12
-
-
KM 5/0 - 6/0
3750
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-
KM 6/0 - 6/300
1156.25
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
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-
KM 2/700 - 2/800
8.43
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KM 4/0 - 5/0
11.24
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KM 6/0 - 6/300
8.43
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-
Construction of Causeway @ Ch:4/492 - 4/552
-
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-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
99
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Provision for Kilometre Stones
4
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Provision for Hectametre Stones
14
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Provision for Guard Stone in the all culverts
44
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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 arid 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 D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete
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Road Markers / Road Stud with Lens Reflector
60
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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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Road Marking
730.5
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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. lOm 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 concrète 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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60cm equilator triangular Cautionary sign Board
27
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60cm circular mantatory
8
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80 cm x 60 cm rectangular (Informatory signs)
30
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90 cm high octagon
2
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Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way. Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees)
54
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Provision for Citizen board
1
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-
Provision for Logo board
4
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Provision for Name board
1
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Provision for PMGSY Maintenance Board
1
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For the First Year from the date of completion of work
3.6
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For the Second Year from the date of cpmpletion of work
3.6
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For the Third Year from the date of completion of work
3.6
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For the Fourth Year from the date of completion of work
3.6
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For the Fifth Year from the date of completion of work
3.6
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
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