Rural Development And Panchayat Raj Department Tender
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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Strengthening Of Alangulam Nettur Road To Keelapattamudaiyarpuram Link Road In Alangulam Block In Tenkasi District Package No.4 in Tenkasi, Tamil Nadu, with an estimated contract value of Rs. 64,50,000. The bid opening date for this tender is 03-05-2025 and the last date for bid submission is 16-05-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 May 2025
Closing Date16 May 2025
Tender Amount₹ 64,50,000
Costs
EMD
₹ 65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening Of Alangulam Nettur Road To Keelapattamudaiyarpuram Link Road In Alangulam Block In Tenkasi District Package No.4
Description
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Contact
Tender Id
2025_RDTN_553878_4Bid Award Id
ViewTender No
DIPR/1714/Tender/2025 - MGSMT TsiTender 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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KM1/0-1/530
95.4
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Providing and fixing Tar Paper includinglabour etc complete.
49.5
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Earth work excavation and depositing on bank within initial lead and lift in hard
gravelly soil for Cutting side drain etc, complete. as per SS20 A
691.2
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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
3973.75
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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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Supplying and erecting centeringshuttering including necessary supportsfor plane surface in foundation andbasement and in all floors for R C Ccolumn footing column plinth beam,beams, roof slabs, staircase steps, bedblocks, critical pier etc using mild steelsheets of size 90 x 60 cm and 10 guagestiffened, welded with mild steel anglesof size 25mmx25mmx3mm for boardinglaid over silver oak (country wood)scantlings of size 10cm x 6.5cm spaced ofabout 90cm centre to centre andsupported by casurina props of 10cm to13cm dia spaced at 75cm centre tocentre complete complying with standardspecifications and as directed bydepartmental officers includingconveyance of all materials to site andproper centering etc complete. (BELOWGROUND LEVEL)
196.1
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Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
921.6
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Plant Mix Method : Construction ofgranular sub-base by providing closegraded Material, mixing in a mechanicalmix plant at OMC, carriage of mixedMaterial to work site, spreading inuniform layers with motor grader onprepared surface and compacting withvibratory power roller to achieve thedesired density, complete as per clause401
135.73
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Provision for Kilometer stone
1
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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.
11.24
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Cement concrete 1:3:6 mix using 40mmISS metal including cost and conveyanceof all materials to site and all labourcharges for mixing, laying and curing etccomplete for bed blocks for 10 cum
28.18
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Earth work excavation and depositing onbank within initial lead and lift in hardgravelly soil for Cutting side drain etc,complete. as per SS20 B
14.7
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Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
1324.58
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BC 25/30/40mm Thick (Grade-
II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous
Concrete to 25/30/40mm 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 46.28kgs of VG30 bitumen and
4.02Kgs of Waste Plastic (6%) 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 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, Vibratory roller and all other tools and plant
required, including fuel and all other incidental charges etc., complete as per
specification using CMP as per clause 507 of MORTH Rev-5
99.35
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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 circular
5
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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
3973.75
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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
257
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Construction of un-reinforeced, doweljointed at expansion and constructionjoint only, plain cement concretepavement, thickness as per design, over aprepared sub base, with 43 grade cementor any other type as per clause 1501.2.2.M30 (Grade), coarse and fine aggregaesconforming to IS:383, maximum size ofcoarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than0.2cum capacity and appropriate weighbatcher using approved mix design, lainin approved fixed side form work (steelchannel, laying and fixing of 25 micronthick polythene film, wedges, steel platesincluding levelling the formwork a sperdrawing), spreading the concrete withsholves, rakes, compacted using needle,screed and plate vibrators and finished incontinous operation including includingprovsion of contraction and expansion,construction joints, applying debondingstrips, primer, sealant, dowel bars, nearapproaches to bridge/culvert andconstruciton joints, admixtures asapproved, curing of concrete slabs for14-days, using curing compound (wherespecified) and water finishing to lines andgrade as per drawing and technicalSpecification Clause 1501.
220.5
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Sub Estimate for CC Pavement
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Strengthening of Alankulam nettur road to keelapattamudaiyarpuram link road Km 0/0-1/530
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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KM0/0-1/0
135
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Provision for Hectometer Stone
6
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Evaluation Notes How It Works ?
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