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 Date14 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 2,27,76,000
Technical
Technical
Financial
Class Of Bidder
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Eligible class (with monetary limit as per the revised class) and above.
Bid Capacity
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The bid capacity required in the given tender is 113.88 LAKHS, which is related to the value of the contract work. The total bid price will be the cumulative value quoted for construction and the Goods and Services Tax (GST). Additionally, the bidder should have completed a single agreement of 113.88 LAKHS in the preceding three years. Also, the bidder should have completed works of similar nature costing at least 50% of the value of the work put to tender in a single contract within the last three years period, which is 50% of Rs.22,80,00,000/-, i.e., Rs.11,40,00,000/-. The working capital required is the amount available in the Bank Accounts of the applicant on the date of submission of application plus the unutilized amount of overdraft / credit facility extended to the applicant by the Nationalized / Scheduled Banks, calculated as: Working capital = Amount available in Bank Accounts + Unutilized overdraft / credit facility. However, the exact formula for calculating the bid capacity is not provided.
Technical Capacity
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The required prior work experience for the bidder includes completing works as a prime contractor on road construction works of similar nature, with a value of at least 50% of the value of the work put to tender in a single contract within the last three years period, although the specific percentage is not consistently mentioned. The value of similar works completed is mentioned as 113.88 LAKHS. The bidder should have completed similar road works costing more than Rs. 113.88 lakhs under a single agreement in the preceding three years. Additionally, the bidder should have satisfactorily completed at least one road work of similar nature with a value not less than Rs. 113.88 Lakh under a single agreement in any one of the preceding three years. The bidder's annual financial turnover should be more than Rs. 113.88 Lakh in any one of the preceding three years, and the cumulative financial turnover should be not less than Rs. 341.64 Lakh from civil engineering constructions in the last three years. The required prior work experience also includes submitting details of works completed and in progress.
Costs
EMD
₹ 2,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tirunelveli Improvement Of Roads In Package No Mgsmt - Phase I 10 - 2025-26
Description
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Contact
Tender Id
2025_RDTN_524859_10Tender No
A4/2200924/2024 MGSMT Phase I 2025-26Tender 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 and depositing on Bank initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A
681.13
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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 --1/00
113.65
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Km 1/0 --2/0
119.65
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Km 2/0 --3/0
119.3
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Km 3/0 --3/850
101.47
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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., complete.
2137.87
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Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding 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.
14252.48
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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
715.63
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Providing and laying Tack coat over WMM surface (Treated with Primer)using 2.50 Kg of bitumen emulsion RS-1 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer
14312.5
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BITUMINOUS CONCRETE 25, 30/40 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 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
357.81
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Providing Rumble Strips covered with BC Bituminous 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint.
0.27
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Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.
760
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Provision for HM stones
16
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Provision for KM stones
3
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Providing and fixing of cautionary, mandatory and informatory sign board
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60 cm Equilateral triangle cautionary signboard
5
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60cm circle (mandatory sign board)
2
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Road marker / road stud with lens reflector
20
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Construction of Culvert 1.50m span @ Ch. 1950m
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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
48.46
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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
6.06
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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
33.02
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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 bed blocks
22.36
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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 bed blocks
3.36
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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
3.31
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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 withstandard specifications and as directed by departmental officers etc. Below sill level
48.21
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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. Above sill level
89.81
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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
0.3
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck
slab
4.5
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete 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) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12
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Collection and supply of Gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
5.54
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Construction of Culvert 3.000m span @ Ch. 3400m
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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
53.75
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-
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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
6.72
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-
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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
36.08
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-
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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 bed blocks
23.27
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-
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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 bed blocks
3.9
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-
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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
8.1
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-
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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 withstandard specifications and as directed by departmental officers etc. Below sill level
49.56
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-
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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. Above sill level
108.18
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-
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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
0.85
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-
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck
slab
4.5
-
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete 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) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12
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-
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Collection and supply of Gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
5.54
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-
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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
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