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Maintenance To Km 100/2 -127/2 Of Thanjavur -Thiruvaiyaru -Perambalur -Krishnapuram -Attur Road ( Nh 136 ) , Attur-Tamil Nadu

Ministry Of Road Transport And Highways has published Maintenance To Km 100/2 -127/2 Of Thanjavur -Thiruvaiyaru -Perambalur -Krishnapuram -Attur Road ( Nh 136 ) . Submission Date for this Tender is 11-11-2019. Road Work Tenders in Attur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

21897627
Maintenance To Km 100/2 -127/2 Of Thanjavur -Thiruvaiyaru -Perambalur -Krishnapuram -Attur Road ( Nh 136 )
Open Tender
Indian
Tamil Nadu
Attur
11-11-2019

Tender Details

Maintenance To Km 100/2 -127/2 Of Thanjavur -Thiruvaiyaru -Perambalur -Krishnapuram -Attur Road ( Nh 136 )

Key Value

Document Fees
INR 16800 /-
EMD
INR 1091000.0 /-
Tender Value
INR 5.45 Crore /-

BOQ Items

Name of Work: Maintenance To km 100/2 – 127/2 of Thanjavur – Thiruvaiyaru – Perambalur – Krishnapuram – Attur Road (NH 136)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees firth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness.\n\n 43713 Sqm
2 2 Bituminous Macadam Patches Providing and laying bituminous macadam with mini hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per MORTH Vth Revision Specifications - Grading II 39.94 Cum
3 3 Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 - over Bituminous surfaces 100800 Sqm
4 4 Dense Graded Bituminous Macadam (Table - 500-10) (Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix 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.505) Grading-II.\n\n 1169.35 Cum
5 5 Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete 40mm thick with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade) 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\n 4032.01 Cum
6 6 Construction of embankment with approved material obtained from borrow pits with all leads of lifts transporting to site, spreading, grating to the required slope and compacting to meet the requirements of Table 300-2 of MORTH specifications for making up of berms.\n\n 4980 Cum
7 7 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th KM stone \n\n\n 5 Nos
8 8 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc for Ordinary Km stone\n\n 22 Nos
9 9 Reinforced cement concrete M15grade Hetametre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc\n\n 109 Nos
10 10 Providing and laying of hot applied thermoplastic compound 2.50 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.50 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). 583 Sqm
11 11 Providing and fixing unidirectional Reflective Pavement Marker (RPM) or Road Studs bonded to or anchored within the road surface for lane marking and delineation for nigh time visibility, with plastic body of RPM / road studs moulded from ASA (Acrylic Strene Acrylonitrite) or HIPS (High – Impact Polystyrene). The marker shall support a load of 13635 Kg. tested in accordance with ASTM D 4280. Reflective panels shall consist of number of lenses containing single or duel prismatic cube capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent etc. complete. (As per Technical specification of NHAI Clause A-8). \n\n 1860 Nos
12 12 Providing anderecting Direction andplace identification retro reflectorised 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 25mm x 25mmx3mm Mild steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m 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 saatifactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflection as per sheet shall consist of minimum coefficient of Rero-Reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7year warranty issed 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) \n\n 3.6 Sqm
13 13 Providing and Fixing 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 25mm x 25mmx3mm Mild steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m 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 saatifactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflection as per sheet shall consist of minimum coefficient of Rero-Reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7year warranty issed 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) \n\n 50 Nos
14 14 Add GST @ 12% 1 LS
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