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 Date10 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,97,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening To The Road From Kokkalai - Periyamanali To Kottapalayam Via Athikadu H/o Periyamanali Km 0/000 - 2/230 At Elachipalayam Block In Namakkal District With Five Year Maintenance Pkg.no . 01/ Nkl/nabard Ridf Xxx 2024-25
Description
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Contact
Tender Id
2024_RDTN_514458_1Tender No
DIPR/5603/TENDER/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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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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KM 0/000 - 1/000
53.06
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KM 1/000 - 2/000
49.08
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KM 2/000 - 2/230
10.51
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Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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KM 0/000 - 1/000
442.44
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KM 1/000 - 2/000
399.61
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KM 2/000 - 2/230
90.69
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Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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KM 0/000 - 1/000
337.5
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KM 1/000 - 2/000
337.5
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KM 2/000 - 2/230
77.63
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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 0/000 - 1/000
496.03
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KM 1/000 - 2/000
477.98
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KM 2/000 - 2/230
124.13
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Applying PRIMECOAT over 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 0/000 - 1/000
3968.23
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KM 1/000 - 2/000
3823.82
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KM 2/000 - 2/230
993
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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. Comp.
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KM 0/000 - 1/000
3968.23
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KM 1/000 - 2/000
3823.82
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KM 2/000 - 2/230
993
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Providing and laying Bituminious Macadam with hot Mix Plant Using Crushed stone Aggregates of Grading as Per Table 500.4 Premixed with Bituminous binder transforted to Ste Upto lead of 1000m laid over a Prevousely prepared surface with Paver finishes to the Required grade level and alignment and rolled to achieve the desired compaction as per Technical Specification clause 504
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KM 0/000 - 1/000
198.41
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KM 1/000 - 2/000
191.19
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KM 2/000 - 2/230
49.65
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Providing and laying Bituminious concrete to 25mm 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 0/000 - 1/000
99.21
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KM 1/000 - 2/000
95.6
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KM 2/000 - 2/230
24.83
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Provision for Road Marking including all cost and conveyance labour and Material charge etc, Complete
446
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Ordinary Kilometer Stone (precast)
2
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200 m stone (precast)
9
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Guard Stone(precast)
50
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a. 60cm Equilateral tringle cautionary signboard
28
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b. 60cm Cricle (MANDATORY SIGN)
9
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RETAINING WALL
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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
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Ch.400 - 440 (Right Side)
75.36
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Ch.600 - 696 (Left Side)
180.86
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Ch.1515 - 1548 (Left Side)
62.17
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Ch.1530 - 1605 (Right Side)
141.3
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
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Ch.400 - 440 (Right Side)
6.28
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Ch.600 - 696 (Left Side)
15.07
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Ch.1515 - 1548 (Left Side)
5.18
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Ch.1530 - 1605 (Right Side)
11.78
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Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Below Sill)
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Ch.400 - 440 (Right Side)
18.84
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Ch.600 - 696 (Left Side)
45.22
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Ch.1515 - 1548 (Left Side)
15.54
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Ch.1530 - 1605 (Right Side)
35.33
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Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Above Sill)
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Ch.400 - 440 (Right Side)
68.23
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Ch.600 - 696 (Left Side)
164.06
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Ch.1515 - 1548 (Left Side)
56.4
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Ch.1530 - 1605 (Right Side)
128.18
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)
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Ch.400 - 440 (Right Side)
90.54
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Ch.600 - 696 (Left Side)
213.74
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Ch.1515 - 1548 (Left Side)
75.14
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Ch.1530 - 1605 (Right Side)
167.54
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)
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Ch.400 - 440 (Right Side)
150.21
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Ch.600 - 696 (Left Side)
360.11
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Ch.1515 - 1548 (Left Side)
124.8
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Ch.1530 - 1605 (Right Side)
281.67
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Towards the charges for routline maintenance of the road work executed under MGSMT 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 IRC-SP-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 carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
2.23
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For the Second Year from the date of cpmpletion of work
2.23
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For the Third Year from the date of completion of work
2.23
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For the Fourth Year from the date of completion of work
2.23
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For the Fifth Year from the date of completion of work
2.23
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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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