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 Date5 May 2025
Closing Date16 May 2025
Tender Amount₹ 60,53,000
Costs
EMD
₹ 61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Erode District Improvements Of The Road 2 No. In Package No Tn 12-19 Bhavani Block Under Mgsmt 2025-26 Phase Ii
Description
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Contact
Tender Id
2025_RDTN_554483_1Bid Award Id
ViewTender No
DIPR/1714/Tender/2025Tender 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 cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A
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Km 0/000-0/740
399.6
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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 0/000-0/740
88.8
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Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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Km 0/000-0/740
350.16
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Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-0/740
2801.25
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Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-0/740
2801.25
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BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II). 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 50.30kgs of VG30 bitumen 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
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Km 0/000-0/740
70.03
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KM & HM Stone
Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703
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HM stone
3
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Providing and Fixing cautionary, mandatory and Informatory sign board
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60 Cm Equilateral triangle (Cautionary) Sign Board
4
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60 Cm Circular (Mandatory) Sign Board
1
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Provision for Reflector
20
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Provision for studs
30
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Name board
1
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Name of work: Strengthening the road from 2/0 Vellithirupur road to km 0/4 Sangaragoundanpalayam -Koolikkaranpalayam road km 0/0-1-000
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Clearing the Scrub Jungle including all labour charges for burrying and burning etc., Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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Km 0/000-0/865
840
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Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A
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Km 0/000-0/865
283.5
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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 0/000-0/865
84
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Picking 5cm to 10cm old metalled surface and sectioning -1 Sqm
671.67
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Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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Km 0/000-0/865
257.25
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Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-0/865
2015
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Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-0/865
2015
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Providing and laying TACK COAT over Primed WMM surface at 3 Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-0/865
781.25
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BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II). 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 50.30kgs of VG30 bitumen 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
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Km 0/000-0/865
69.91
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KM & HM Stone
Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703
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HM stone
4
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Providing and Fixing cautionary, mandatory and Informatory sign board
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60 Cm Equilateral triangle (Cautionary) Sign Board
4
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60 Cm Circular (Mandatory) Sign Board
2
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90 Cm Octogon (Curves) Sign Board
4
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Provision for Reflector
20
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Provision for studs
40
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Name board
1
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Construction Of 1.5 m Span Culvert at 500m
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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 etc
40.56
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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 for Levelling course
5.17
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Cement concrete 1:2:4 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 for Levelling course
19.06
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Cement concrete 1:3:6 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 for Foundation
24.12
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using 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 (country wood) 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 centre complete complying with standard specifications and as directed by departmental officers etc.
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below sill
119.74
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above sill
9.88
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
0.26
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Reinforced cement concrete 1:1.5:3 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 for Deckslab
2.65
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cement comcrete 1:2:4 mix using 20mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the department swection stores and conveyance etc
2.69
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Collection and supply of gritty gravel from approved quarry including cost and conveyance of all materials to site including cost and conveyance of all materials to site including all labour charges for filling etc., complete
28.08
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Retaining Wall ch 500m-540m
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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 etc
28.8
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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 for Levelling course
4.8
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Cement concrete 1:3:6 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 for Foundation
40.05
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using 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 (country wood) 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 centre complete complying with standard specifications and as directed by departmental officers etc.
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below sill
120
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Supply and fixing weepholes pipes as per specification and as directed by the department officer
12
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction) above this row in column "BB" for all works in this package}
1
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