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 Date2 May 2025
Closing Date16 May 2025
Tender Amount₹ 3,37,35,000
AI Insights
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The bidder should be an Eligible class, but the specific class (such as Class A, Class B, Class I, Class II, etc.) is not specified.
Technical Capacity
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The required prior work experience for the bidder is to have completed works under a single agreement worth 168.68 LAKHS in the preceding three years. The bidder should have completed similar road works costing more than Rs. 168.68 lakhs under a single agreement in the preceding three years. Additionally, the bidder should have satisfactorily completed at least one road work of similar nature with a value not less than Rs. 168.68 Lakh under a single agreement in any one of the preceding three years. The percentage of similar works completed is not explicitly mentioned, but it is mentioned that the bidder needs to provide certificates from a competent authority for works completed as a prime contractor on road construction works of similar nature, with a value of at least 50% of the work put to tender in a single contract within the last three years. For delay more than 30 days beyond 6 months, 5% of the value of the defaulted quantity will be considered, and for delay more than 90 days beyond 6 months, the work order will be cancelled, and the security deposit shall be forfeited. The bidder should provide details of major road works and other civil works completed during the past five years. The minimum Annual financial turnover of the applicant shall be more than Rs.506.04 Lakhs in any one of the preceding three years. The bidder should have working capital available at least sufficient to finance one-month current activity. The bidder should provide evidence of completion of major road works and other civil engineering construction works, including the name of the work, value, name of the employer, agreement number, period of completion, and time taken to complete the work. The bidder should also provide a certificate issued by the competent authority, not below the rank of Executive Engineer. The bidder should provide details of the type and nature of work, and the reasons for delay, if any. The bidder should also provide an attested copy of the communication issued by the Registering Authority, registering the name of the applicant as a Class up to III contractor in Tamil Nadu State Government Departments. Values mentioned include: - 168.68 LAKHS - 50% of the work put to tender - 5% of the value of the defaulted quantity - Rs.506.04 Lakhs - One-month current activity. Percentages mentioned include: - 50% of the work put to tender - 5% of the value of the defaulted quantity. Amounts mentioned include: - 168.68 LAKHS - Rs.506.04 Lakhs.
Costs
EMD
₹ 3,37,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Theni District - Mgsmt- Phase Ii 2025-2026 - K.myladumparai Block - Package No. Kmp-10
Description
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Contact
Tender Id
2025_RDTN_553852_1Tender No
DIPR /1714/ Tender /2025Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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km 0/0 -1/0
337.5
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Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
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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 overall quoted amount (for Construction) above this row in column "BB" for all works in this package}
1
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Plain Cement Concrete 1:3:6 (one cement, three Sand and Six hard broken stone jelly) using 40mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specifications and as directed by the departmental officers.
155.25
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Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
8874
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km 2/0 - 3/0
329.26
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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) 60 cm equilateral triangle
18
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Provision of 5 nos. rumble strips covered with bituminous concrete, 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.
2.75
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Provision for Hectometer Stone
20
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km 3/0 - 4/0
337.5
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Retainingwall
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Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.
84.5
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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 2.10m 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) 80 cm x 60 cm rectangular
2
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Providing and laying Tack Coat over WBM/ WMM 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 per Clause 503 of MORTH Rev-5
21564.5
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km 1/0 - 2/0
296.99
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Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification for 10 cum.
26
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Provision for Kilometer stone
5
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Provision for Guard stones
40
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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 per Clause 502 of MORTH Rev-5
21548
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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
2605.82
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Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50- 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37 Kgs of VG30/ VG40 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification.(Bituminous Macadam 50mm thick Using Vibratory Roller)
1078.22
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Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
539.1
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km 4/0 - 5/0
327.37
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Strenthening the Road from Mayiladumparai road to Ponnanpadugai. 0/0 - 5/000 (R-12)
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Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
7182.67
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