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 Date27 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 1,57,11,000
Costs
EMD
₹ 1,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri District - Strengthening Of The Road From Bodampatti To Puthukadu Road Km0/0-3/4 H/o.gendiyanahalli R214 In Tn04-12 Nabard Xxx - Eriyur Block P12
Description
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Contact
Tender Id
2024_RDTN_514347_1Tender No
Roc.No.6150/2023/R2 Road P12Tender 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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Picking the Existing BT Surface wornout Surface including all labour charges etc
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Km.0/0-3/40
4250
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Earthwork excavation and depositing on bank with initial lead of 10 Meter lift of 2.00 Meters in hard gravel soil including cost and conveyane all and labour charges etc., complete as per SS 20A
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Km.0/0-3/40
804
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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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Km.0/0-1/0
327.37
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Km.1/0-2/0
330.75
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Km.2/0-3/0
337.5
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Km.3/0-3/4
135
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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Km.0/0-1/0
562.5
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Km.1/0-2/0
562.5
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Km.2/0-3/0
562.5
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Km.3/0-3/4
225
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Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km.0/0-3/40
12562.5
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Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km.0/0-3/40
12562.5
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Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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Km.0/0-1/0
90.94
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Km.1/0-2/0
91.87
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Km.2/0-3/0
93.75
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Km.3/0-3/4
37.5
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Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
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Km.0/0-3/40
670
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Hard Bed @ Ch.850m
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).
8.12
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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 M30 (Grade)
36
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Provision for Expansion Joints (Bitumen Pad)
1
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Hard Bed @ Ch.1150m
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method).
5.31
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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 M30 (Grade)
24
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Provision for Expansion Joints (Bitumen Pad)
1
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Providing and crecting Single sided Double Guard metal Beam crash Barrier System 1.70m high, comprising of 3mm thick wall "w" beams posts and spacer channels Shall be made by cold roll foroning using HR conform to Is 5986 Fe 410/360 and dip gta Galvanished having zinc mass of 550 gms/sqm, minimum 950mm above Road/ ground Level fixed on Ismc series channel vertical Post 150X75X05mm spaced 2m Center to center 312mm×83mm Hange width x 3mm thick, 4318mm long post directly embeded in the Concrete (M15) pit size galvanised Cougaring to IS: 367 Clause 4.60 all complete as per tut Technical spentication and as directed by the Engineer - in - charge.
20
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Provisin for metal bracket with Type IX Flluresent Prismatic Reflective sheeting suritable for guard rail it is available ne way / two way. Applied for metal crash barriers / guard rail to provide reflection across wide range observation.
20
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Provision for KM Stones
3
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Provision for HM Stones
14
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60Cm Equilaterial Triangle Sign Board
4
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Provision for Name Board
1
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
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For 1st year maintenance
1
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For 2nd year maintenance
1
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For 3rd year maintenance
1
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For 4th year maintenance
1
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For 5th year maintenance
1
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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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