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 Date31 Dec 2024
Closing DateCancelled
Tender Amount₹ 2,45,46,000
Costs
EMD
₹ 2,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening The Bt Road From Cth Road To Veerasamy Nagar Nagar Krishnawater Channel Road Km 0/0 - 2/1 At Tiruvallur Block In Tiruvallur District Under Nabard Ridf Xxx-2024-25 Pac. No.13
Description
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Contact
Tender Id
2024_RDTN_515493_1Tender No
DIPR/5603/Tender/2024Tender 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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Formation of Earthern Shoulders Using Conveyed Earth
collection and supply of carted earth from the approved quarry including cost and conveyance of conveyed earth all materials to site anf labour charges , including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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Km 0/0 - 1/0
338.88
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Km 1/0 - 2/0
986.75
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Km 20 - 2/430
501.72
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Gravel Shoulders
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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Km 0/0 - 1/0
209.84
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Km 1/0 - 2/0
396.12
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Km 20 - 2/430
167.2
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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Km 1/100 -2/0
171.74
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Km 20 - 2/430
75.24
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Laying of Wet Mix Macadam(WMM)
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 0/0 - 1/0
329.09
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Km 1/0 - 2/0
626.4
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Km 20 - 2/430
264.16
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Bituminous macadam 50mm Thick
Providing and laying 50mm Compacted thick Bituminous macadam using 26.50-11.2mm graded metal and 0.10 cum of 13.20-2.36mm grade metal with 37.00kgs of VG30/VG40 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 50mm 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 asper clause 507 of MORTH Rev-5complete.
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Km 0/0 - 1/0
109.7
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Km 1/0 - 2/0
188.55
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Km 20 - 2/430
78.38
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Slow Setting Emulsion (SS-1) 7.00 Kg
Applying PRIMECOAT over WBM/ 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 00 - 2/430
7532.47
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Rapid Setting Emulsion (RS-1) 2.5 Kg
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 f
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Km 00 - 2/430
7596.6
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Providing and laying Bituminous Concrete 25/30/40mm Thick (Grade-II) Using VG30 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 50.3 kgs 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 0/0 - 1/0
87.42
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Km 1/0 - 2/0
95.19
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Km 20 - 2/430
39.19
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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.
Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km 0/0 - 1/0
5.62
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Km 1/0 - 2/0
5.62
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Km 20 - 2/430
5.62
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Road Marking Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.50mm thick
|including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finishedsurface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
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Km 0/0 - 1/0
200
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Km 1/0 - 2/0
200
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Km 20 - 2/430
86
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Provision for KM Stone
2
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Provision for HM Stone
10
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Provision for Name board /Citizen information Board
1
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Supply and fixing of Sign boards as per specification
18
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Road Marking/ Road Stud with lens reflector
20
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Hard Bed 0/545-0/608
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Earth work excavation and depositing on bank with in initial lead including cost of conveyance etc., complete
9.06
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Cemente Concrete 1:4:8 (one Cement Five Sand and eight hard Broken Stone ) Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
6.04
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Cemente Concrete 1:2:4(one Cement two Sand and four hard Broken Stone ) Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
8.12
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Toward Cenetering charges for all charges etc
28.96
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Supplying and fixing of Bitumen Pad for expansion Joints
12
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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.,
41.18
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Construction of un-reinforced ,dowel jointed at expansion and construction joint only plain cemente concerete pavement thickness as per design over a prepared sub base with 43 grade cemente orany other type as per clause 1501.2.2 M30 (Grade),Coarse an
47.25
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Hard Bed 0/735-0/800
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Earth work excavation and depositing on bank with in initial lead including cost of conveyance etc., complete
9.33
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Cemente Concrete 1:4:8 (one Cement Five Sand and eight hard Broken Stone ) Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
6.22
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Cemente Concrete 1:2:4(one Cement two Sand and four hard Broken Stone ) Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
8.36
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Toward Cenetering charges for all charges etc
29.76
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Supplying and fixing of Bitumen Pad for expansion Joints
12
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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.,
42.5
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Construction of un-reinforced ,dowel jointed at expansion and construction joint only plain cemente concerete pavement thickness as per design over a prepared sub base with 43 grade cemente orany other type as per clause 1501.2.2 M30 (Grade),Coarse an
48.75
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Hard Bed 2/072-2/084
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Construction of un-reinforced ,dowel jointed at expansion and construction joint only plain cemente concerete pavement thickness as per design over a prepared sub base with 43 grade cemente orany other type as per clause 1501.2.2 M30 (Grade),Coarse an
9
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Protective work 2/140-2/160
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Earth work excavation and depositing on bank with in initial lead including cost of conveyance etc., complete
42
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Supplying and filling foundation and basement with filling sand including cost and conveyance of materials to site and all labour charges etc.,complete
9
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Cemente Concrete 1:4:8 mix Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
6
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Cemente Concrete 1:3:6mix Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
20.25
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Cemente Concrete 1:2:4 mix Using 40mm metal including cost and conveyance of materials to site and all labour charges etc.,complete
12.24
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Toward Cenetering charges for all charges etc Below
46.63
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Toward Cenetering charges for all charges etc Above
37.89
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Providing weepholes in brick masonry/stone masonry,plain/reinforced concreet abutment wing wall return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) toward drawing face complete as per drawing and techincal specification Clauses
20
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and techincal specifications
0.38
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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
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For 1st Year
1
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For 2nd Year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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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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