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 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 1,89,50,000
Costs
EMD
₹ 1,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening The Appadurai Thiruvai Amman Kovil To Esanakorai Thandankorai Road Km0/0-1.84 R 232 Package 4i Thiruvai Amman Kovil To Esanakorai Thandankorai Road Km0/0-1.84.r 232 Package 4
Description
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Contact
Tender Id
2024_RDTN_515630_7Tender No
54951 / 2023 / RB 1.2Tender 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 1/000-1/900
121.5
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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. km 0/0-1/000
450
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-
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KM 1/000-1/900
405
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-
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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.km 0/0 -1/00
3000
-
-
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KM 1/000-1/900
2700
-
-
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Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete km 0/0 - 1/000
3000
-
-
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KM 1/000-1/900
2700
-
-
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BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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 KM 0/0-1/000
75
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-
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KM 1/000-1/900
67.5
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-
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Provision for Name Board Charges
1
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-
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Provision for 60 Cm Equilaterak triangle cautionary signboard
9
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-
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Provision for 60cm Circule Mandatory Sigh Board
2
-
-
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Provision for Chevron sigh 90cm octogon (Curves)
1
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-
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Provision for Reflector (Near Culvert & Tree)- Star Sign sticker
10
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-
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Provision for HM Stone
8
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Provision for KM Stone
1
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Provision for Photographic Charges
1
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Provision for Road Marker/ Road Stud With Lens Reflector
175
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-
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Provision for Road Marking with Hot Applied ThermoplasticComponand With Reflectorising Glass Beads On Bituminous Surface
380
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-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-50- Ch-118m
179.52
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-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-50- Ch-118m
10.88
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-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-50- Ch-118m
16.32
-
-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-50- Ch-118m
469.39
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-
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-50- Ch-118m
237.49
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Wheep holes in Retaining Wall Ch-50- Ch-118m
36.55
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-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-200- Ch-300m
245
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-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-200- Ch-300m
14
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-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-200- Ch-300m
21
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-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-200- Ch-300m
585.35
-
-
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-200- Ch-300m
267.5
-
-
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Wheep holes in Retaining Wall Ch-200- Ch-300m
53.75
-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-320- Ch-400m
196
-
-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-320- Ch-400m
11.2
-
-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-320- Ch-400m
16.8
-
-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-320- Ch-400m
469.35
-
-
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-320- Ch-400m
214
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-
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Wheep holes in Retaining Wall Ch-320- Ch-400m
43
-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-415- Ch-446m
62.78
-
-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-415- Ch-446m
4.65
-
-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-415- Ch-446m
6.98
-
-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-415- Ch-446m
152.72
-
-
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-415- Ch-446m
64.88
-
-
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Wheep holes in Retaining Wall Ch-415- Ch-446m
17.2
-
-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-900- Ch-975m
192.38
-
-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-900- Ch-975m
14.25
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-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-900- Ch-975m
21.38
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-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-900- Ch-975m
548.15
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-900- Ch-975m
302.06
-
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Wheep holes in Retaining Wall Ch-900- Ch-975m
40.85
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-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-1100- Ch-1130m
55.2
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-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-1100- Ch-1130m
4.8
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-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-1100- Ch-1130m
7.2
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-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-1100- Ch-1130m
210.99
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-1100- Ch-1130m
104.78
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-
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Wheep holes in Retaining Wall Ch-1100- Ch-1130m
6.45
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-
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B Retaining Wall Ch-1500- Ch-1565m
104.65
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-
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Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications Ch-1500- Ch-1565m
9.1
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-
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Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-1500- Ch-1565m
13.65
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-
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Centering charges for the wall sides and deck slab sides to site including labour charges Ch-1500- Ch-1565m
382.35
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-
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Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-1500- Ch-1565m
173.88
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Wheep holes in Retaining Wall Ch-1500- Ch-1565m
35.48
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-
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Towards the charges for routline
maintenance of the road work executed
under NABARD XXX including dressing of berms
by refilling the gully with the earth from
borrow pits, cleaning of wild seasonal
growth 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
1.9
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-
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For the Second Year from the date of
completion of work
1.9
-
-
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For the Third Year from the date of
completion of work
1.9
-
-
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For the Fourth Year from the date of
completion of work
1.9
-
-
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For the Fifth Year from the date of
completion of work
1.9
-
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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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