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 Date30 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 1,65,11,000
Costs
EMD
₹ 1,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_515149_1Tender No
DIPR/5603/TENDER/2024 dt 26.12.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
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0/0 - 2/500
1945.3
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Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using stone dust obtained from quarry with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using stone dust to improve CBR 7 to 9))
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0/0 - 1/0
538.43
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1/0 - 2/0
538.43
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20 - 2/500
268.43
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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0/0 - 1/0
89.74
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1/0 - 2/000
89.74
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2/0 - 2/500
44.74
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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) .
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0/0 - 1/0
269.21
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1/0 - 2/000
269.21
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2/0 - 2/500
134.21
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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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0/0 - 1/0
560.87
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1/0 - 2/000
560.87
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2/0 - 2/500
279.62
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Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it.
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0/0 - 1/0
3750
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1/0 - 2/000
3750
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2/0 - 2/500
1875
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Providing and laying Tack coat over WMM/WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and
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0/0 - 1/0
3750
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1/0 - 2/000
3750
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2/0 - 2/500
1875
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BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 c
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0/0 - 1/0
93.75
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1/0 - 2/000
93.75
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2/0 - 2/500
46.88
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Road marking with hot applied thermoplastic compound with reflecting glss beads on bituminous surface
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0/0 - 1/0
200
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1/0 - 2/000
200
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2/0 - 2/500
100
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Provision for ,Hm stone,
10
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Provision for ,Km stone,
2
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Const of Retainning wall
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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R.W @ ch
105.17
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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R.W @ ch
15.58
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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R.W @ ch
15.58
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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R.W @ ch
123.61
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
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Up to Ground Level
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R.W @ ch
224.55
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Provision for Name board
1
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90 cm Equilateral triangle (Cautionary) sign Bord
3
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Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonalgrowth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work
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For the First Year from the date of
completion of work
2.5
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For the Second Year from the date of
completion of work
2.5
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For the Third Year from the date of
completion of work
2.5
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For the Fourth Year from the date of
completion of work
2.5
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For the Fifth Year from the date of
completion of work
2.5
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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}
1
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