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 Jul 2024
Closing Date12 Jul 2024
Tender Amount₹ 83,21,000
Costs
EMD
₹ 84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_459191_2Bid Award Id
ViewTender No
DIPR/2074/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
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
-
-
-
Km 0/000-0/975
702
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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.
-
-
-
Km 0/000-0/975
146.25
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-
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4
-
-
-
Km 0/000-0/975
1237.08
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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 0/000-0/975
556.69
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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 0/000-0/975
3711.25
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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 0/000-0/975
3711.25
-
-
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II)
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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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 0/000-0/975
92.78
-
-
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
-
-
-
HM stone
4
-
-
Providing and fixing OF Cautionary, mandatory and informatory sign board
-
-
-
60 Cm Equilateral triangle (Cautionary) Sign Board
3
-
-
Provision for Studs
16
-
-
Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface
195
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-
Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point
5.63
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-
Provision for Citizen Information Board
1
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-
Name of work: Strengthening the road from Brammadesam to Ariyanur road KM 0/0-1/150
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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 0/000-1/150
828
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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.
-
-
-
Km 0/000-1/150
120
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-
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4
-
-
-
Km 0/000-1/150
1335.83
-
-
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
-
-
-
Km 0/000-1/150
500.94
-
-
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.
-
-
-
Km 0/000-1/150
4007.5
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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.
-
-
-
Km 0/000-1/150
4007.5
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-
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II)
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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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 0/000-1/150
100.19
-
-
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
-
-
-
KM stone
1
-
-
HM stone
4
-
-
Providing and fixing OF Cautionary, mandatory and informatory sign board
-
-
-
60 Cm Equilateral triangle (Cautionary) Sign Board
4
-
-
Provision for Studs
36
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-
Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface
230
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-
Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point
5.63
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-
Construction of RCC Slab Culvert 1.50m Span
-
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-
Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for foundation
72.81
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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
10
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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
55.42
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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
3.36
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-
Gravel Filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with standard specification and as directed by the departmental officers
47.52
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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 mildsteel 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 andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
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Below sill level
150.61
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Above sill level
12.13
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Supplying fabricating and placing in position mild steel/ Ribber tor steel rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification
0.32
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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
3.31
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-
Construction of Retaining wall at Ch.107-115m,205-230m,270-290m,305-318m
-
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Earth work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20 B for foundation
70.2
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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
7.8
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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
70.2
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Gravel Filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with standard specification and as directed by the departmental officers
7.31
-
-
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 mildsteel 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 andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
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Below sill level
175.5
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Provision for Citizen Information Board
1
-
-
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 (for Construction) above this row in column "BB" for all works in this package}
1
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-
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