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 Date27 Jan 2025
Tender Amount₹ 1,20,27,000
Costs
EMD
₹ 1,20,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Of Roads 2 Nos. Of Jawadhu Hills Block Package No.tvm/2024-25/97 Under Nabard Ridf Xxx 2024-25
Description
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Contact
Tender Id
2024_RDTN_514790_1Bid Award Id
ViewTender No
No.8870/2024/A11 Dt.18.12.2024 97Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
... More
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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
... More
KM 0/0 - 1/500
565.38
-
-
... More
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
-
-
-
... More
KM 0/0 - 1/0
43.68
-
-
... More
KM 1/0 - 1/500
27.6
-
-
... More
Providing and laying spreading and compacting graded stone aggregate to Wat Mis Macadam(WMM) specification including premixing the material with water at OMC in machanical mis plant carriage of mixed material by tipper to site slaying 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.
-
-
-
... More
KM 0/0 - 1/500
267.3
-
-
... More
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
KM 0/0 - 1/500
1782
-
-
... More
Providing and laying Tack coat over WMM 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 all other incidental charges etc.,
-
-
-
... More
KM 0/0 - 1/500
1782
-
-
... More
BITUMINOUS CONCRETE 30 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
-
-
-
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KM 0/0 - 1/500
44.55
-
-
... More
Providing KM stone (1.65*0.45*0.15)
1
-
-
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Providing HM stone (0.75*0.23*0.10)
7
-
-
... More
Provision for Citizen Information Board cum Name Board
1
-
-
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Provision for CC Road @ Ch. 0/110-0/375 (665m), 0/675-0/910 (235m) & 1/110-1/300 (190m)
-
-
-
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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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Ch: 0/110 - 0/375 & 0/675 - 0/910
60
-
-
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Ch: 1/100 - 1/300
36
-
-
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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 10 cum.
-
-
-
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Ch: 0/110 - 0/375 & 0/675 - 0/910
157
-
-
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Ch: 1/100 - 1/300
94.2
-
-
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Cement concrete 1:2:4 mix using 20mm 188 metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
-
-
-
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Ch: 0/110 - 0/375 & 0/675 - 0/910
196
-
-
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Ch: 1/100 - 1/300
117.6
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-
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Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm x 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm 25mm 3mm laid over Silver oak (cw) joists of size 10cm x 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications
-
-
-
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Ch: 0/110 - 0/375 & 0/675 - 0/910
500
-
-
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Ch: 1/100 - 1/300
300
-
-
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Five Years of Maintenace
-
-
-
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For the First Year from the date of completion of work
1.5
-
-
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For the Second Year from the date of cpmpletion of work
1.5
-
-
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For the Third Year from the date of completion of work
1.5
-
-
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For the Fourth Year from the date of completion of work
1.5
-
-
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For the Fifth Year from the date of completion of work
1.5
-
-
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Part II : Improvement of Pathiri - Manjuthu road Km 0/0 - 1/0 R49.
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-
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201, etc. comp.
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-
-
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KM 0/0 - 1/000
1200
-
-
... More
Scarifying the Existing Bituminous Road Surface to a Depth of 150mm and Disposal of Scarified Material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4
-
-
-
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KM 0/0 - 1/000
762.88
-
-
... More
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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
-
-
-
... More
KM 0/0 - 1/000
411.95
-
-
... More
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
-
-
-
... More
KM 0/0 - 1/0
91.54
-
-
... More
Providing and laying spreading and compacting graded stone aggregate to Wat Mis Macadam(WMM) specification including premixing the material with water at OMC in machanical mis plant carriage of mixed material by tipper to site slaying 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.
-
-
-
... More
KM 0/0 - 1/000
228.87
-
-
... More
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
-
-
-
... More
KM 0/0 - 1/000
2288.64
-
-
... More
Providing and laying Tack coat over WMM 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 all other incidental charges etc.,
-
-
-
... More
KM 0/0 - 1/000
2288.64
-
-
... More
BITUMINOUS CONCRETE 30 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
-
-
-
... More
KM 0/0 - 1/000
57.22
-
-
... More
Providing KM stone (1.65*0.45*0.15)
1
-
-
... More
Providing HM stone (0.75*0.23*0.10)
4
-
-
... More
Provision for Citizen Information Board cum Name Board
1
-
-
... More
Provision for CC Road @ Ch. 0/0-0/180 (180m), 0/415-0/430 (15m) & 0/810-0/830 (20m)
-
-
-
... More
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.
4.8
-
-
... More
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 10 cum.
15.56
-
-
... More
Cement concrete 1:2:4 mix using 20mm 188 metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
86.18
-
-
... More
Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm x 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm 25mm 3mm laid over Silver oak (cw) joists of size 10cm x 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications
462.67
-
-
... More
Five Years of Maintenace
-
-
-
... More
For the First Year from the date of completion of work
1
-
-
... More
For the Second Year from the date of cpmpletion of work
1
-
-
... More
For the Third Year from the date of completion of work
1
-
-
... More
For the Fourth Year from the date of completion of work
1
-
-
... More
For the Fifth Year from the date of completion of work
1
-
-
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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 total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
Evaluation Notes How It Works ?
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