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 Date26 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 1,94,54,000
Costs
EMD
₹ 1,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514315_1Bid Award Id
ViewTender No
DIPR/5603/Tender/2024 dated 26.12.2024Tender 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
... More
Km-1/0- 1/130
5.71
-
-
... More
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)
Km 0/0 - 2/140
29.09
-
-
... More
Km-1/0- 1/130
5.71
-
-
... More
Supply and Filling of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. (Borrow Earth)
228.03
-
-
... More
Km-1/0- 1/130
56.09
-
-
... More
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.
491.26
-
-
... More
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
4912.5
-
-
... More
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. complete
4912.5
-
-
... More
Providing and laying Bituminious concrete 40MM which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
122.81
-
-
... 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 side berms
140
-
-
... More
Km-1/0- 1/130
42
-
-
... More
Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
260
-
-
... More
Provision for Kilometre stones
1
-
-
... More
Provision for Hecta Metre stones
5
-
-
... More
Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete
1
-
-
... More
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
5.63
-
-
... More
Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification a
-
-
-
... More
60cm equilateral triangle
1
-
-
... More
STOP Sign board 900mm
2
-
-
... More
Major road ahead
2
-
-
... More
Rumble strips ahead
2
-
-
... More
Providing and Fixing reflective road studs of category A raised pavement markers made out of Poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromically values conforming to ASTM D428. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10*97- DO .III dt 11.06.97.The height, width and length shall not be less than 15 mm , 90 mm and 100 mm and with minimum re4flective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of sais MORTH circular . The strength of detachment of the integrated cylindrical shanks, ( of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500Kgf . Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc complete
18
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under PMGSY 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 IRCSP-
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
-
-
-
... More
For the First Year from the date of
completion of work
1.3
-
-
... More
For the Second Year from the date of
completion of work
1.3
-
-
... More
For the Third Year from the date of
completion of work
1.3
-
-
... More
For the Fourth Year from the date of
completion of work
1.3
-
-
... More
For the Fifth Year from the date of
completion of work
1.3
-
-
... More
2.Strengthening to the road from Lakshminaickenpalayam to Puliyamarathupalayam H/O Selakkarachal KM 0/0 - 1/800 (R-169)
-
-
-
... More
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 in all etc complete
3240
-
-
... More
Picking the existing mettaled surface and sectioning including all labour charges etc, complete.
2270.84
-
-
... More
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
34.03
-
-
... More
Km-1/0- 2/00
31.55
-
-
... More
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)
Km 0/0 - 2/140
34.03
-
-
... More
Km-1/0- 2/00
31.55
-
-
... More
Supply and Filling of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. (Borrow Earth)
129.39
-
-
... More
Km-1/0- 2/00
146.75
-
-
... More
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.
681.26
-
-
... More
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
6812.5
-
-
... More
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. complete
6812.5
-
-
... More
Providing and laying Bituminious concrete 40MM which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
170.32
-
-
... 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 side berms
160
-
-
... More
Km-1/0- 2/00
128
-
-
... More
Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
360
-
-
... More
Provision for Kilometre stones
1
-
-
... More
Provision for Hecta Metre stones
8
-
-
... More
Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete
1
-
-
... More
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
5.63
-
-
... More
Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification a
-
-
-
... More
60cm equilateral triangle
4
-
-
... More
STOP Sign board 900mm
2
-
-
... More
Major road ahead
2
-
-
... More
Rumble strips ahead
2
-
-
... More
Providing and Fixing reflective road studs of category A raised pavement markers made out of Poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromically values conforming to ASTM D428. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10*97- DO .III dt 11.06.97.The height, width and length shall not be less than 15 mm , 90 mm and 100 mm and with minimum re4flective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of sais MORTH circular . The strength of detachment of the integrated cylindrical shanks, ( of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500Kgf . Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc complete
18
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under PMGSY 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 IRCSP-
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
-
-
-
... More
For the First Year from the date of
completion of work
1.8
-
-
... More
For the Second Year from the date of
completion of work
1.8
-
-
... More
For the Third Year from the date of
completion of work
1.8
-
-
... More
For the Fourth Year from the date of
completion of work
1.8
-
-
... More
For the Fifth Year from the date of
completion of work
1.8
-
-
... More
3.Strengthening to the road from Varapatti to KM 2/6 of Poorandampalayam road H/O Varapatti KM 0/0 - 2/380 (R-137)
-
-
-
... More
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 in all etc complete
4284
-
-
... More
Picking the existing mettaled surface and sectioning including all labour charges etc, complete.
3002.5
-
-
... More
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
28.5
-
-
... More
Km 1/0-2/00
29.29
-
-
... More
Km 2/0-3/0
9.46
-
-
... More
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)
Km 0/0 - 2/140
28.5
-
-
... More
Km 1/0-2/00
29.29
-
-
... More
Km 2/0-3/0
9.46
-
-
... More
Supply and Filling of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. (Borrow Earth)
225.94
-
-
... More
Km 1/0-2/00
240.36
-
-
... More
Km 2/0-3/0
100.17
-
-
... More
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.
900.75
-
-
... More
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
9007.5
-
-
... More
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. complete
9007.5
-
-
... More
Providing and laying Bituminious concrete 40MM which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
225.19
-
-
... 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 side berms
200
-
-
... More
Km-1/0- 2/0
200
-
-
... More
Km-2/0- 2/380
76
-
-
... More
Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
476
-
-
... More
Provision for Kilometre stones
2
-
-
... More
Provision for Hecta Metre stones
9
-
-
... More
Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete
1
-
-
... More
Provision of rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
5.63
-
-
... More
Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification a
-
-
-
... More
60cm equilateral triangle
5
-
-
... More
STOP Sign board 900mm
2
-
-
... More
Major road ahead
2
-
-
... More
Rumble strips ahead
2
-
-
... More
Providing and Fixing reflective road studs of category A raised pavement markers made out of Poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromically values conforming to ASTM D428. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10*97- DO .III dt 11.06.97.The height, width and length shall not be less than 15 mm , 90 mm and 100 mm and with minimum re4flective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of sais MORTH circular . The strength of detachment of the integrated cylindrical shanks, ( of diameter not less than 19+/-2 mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500Kgf . Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc complete
18
-
-
... More
Towards the charges for routline
maintenance of the road work executed
under PMGSY 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 IRCSP-
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
-
-
-
... More
For the First Year from the date of
completion of work
2.38
-
-
... More
For the Second Year from the date of
completion of work
2.38
-
-
... More
For the Third Year from the date of
completion of work
2.38
-
-
... More
For the Fourth Year from the date of
completion of work
2.38
-
-
... More
For the Fifth Year from the date of
completion of work
2.38
-
-
... More
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)
1
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