Rural Development And Panchayat Raj Department Tender
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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Strengthening Of Melapavoor Panchayat Office Road And Kaluneerkulam Kalluthu Road In Keelapavoor Block In Tenkasi District.pack.13 in Tenkasi, Tamil Nadu, with an estimated contract value of Rs. 1,35,37,000. The bid opening date for this tender is 03-05-2025 and the last date for bid submission is 16-05-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 May 2025
Closing Date16 May 2025
Tender Amount₹ 1,35,37,000
Costs
EMD
₹ 1,36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_553878_14Bid Award Id
ViewTender No
DIPR/1714/Tender/2025 - MGSMT TsiTender 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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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.
267.19
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Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. 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 prime 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.
2137.5
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Providing and laying TACK COAT over the BT surface using 2.5 Kg of Bituminous Emulsion RS I for 10 sqm. 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.
2137.5
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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
106.88
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Bituminous concrete 25,30/40mm thick Using cmp(Grade-II) Providing and laying Bituminous 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 for 20-30 CMP with bitumen boller, tipper ,trucks,paver finisher /9m paver finisher,vibratory/Phenumatic roller and all other tools and plants required including fuel and all other incidiental charges etc complete as per specification using CMP Aa per clauses 507 of MORTH Part-5
53.44
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Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms 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 Specification No:803
114
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Provision for Hectametre stone of size 0.75mx0.23mx0.10m
4
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60cm Equilateral triangle Cautionary Signboard
2
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Provision for Paver block Road from 0/0 to 0/2
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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
9.6
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Cement concrete 1:4:8 mix using 40m BSS metal including cost and conveyance of all materials, watering, curing and compacting concrete and all other incidental charges etc., complete.
6.4
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Centring charges for all concrete works including all cost and conveyance and all labour charges etc complete
80
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Cement concrete 1:3:6 mix using 40m BSS metal including cost and conveyance of all materials, watering, curing and compacting concrete and all other incidental charges etc., complete.
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., complete.
44
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Providing and Laying Paver Block of 80mm thick approved design made out of 12mm and 6mm HBGS chips in M30 mix properly cured to attain the required strength, Laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work site unloading and labour charges for fixing over Sand bed of 30mm thick & Joints filling using compressor of 1-3 ton capacity including hire and fuel charges for compressor and all other incidental charges etc complete.
352
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1.Strengthening and Black topping the Kaluneerkulam - Kalluthu road Km 0/0 to 2/290 in Kaluneerkulam Panchayat, Keelapavoor Panchayat Union. (Road code:R-11) PUR
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Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect.
1504.8
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Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.
748.8
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Picking 5 cm to 10 cm old metalled surface and sectioning including cost and conveyance all labour charges etc complete.
2414.67
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Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete.
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Km 0/0 to 1/00
120
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Km 1/0 to 2/00
150
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Km 2/0 to 2/290
36.4
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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.
980.5
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Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. 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 prime 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.
7851.5
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Providing and laying TACK COAT over the BT surface using 2.5 Kg of Bituminous Emulsion RS I for 10 sqm. 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.
7851.5
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Bituminous concrete 25,30/40mm thick Using cmp(Grade-II) Providing and laying Bituminous 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 for 20-30 CMP with bitumen boller, tipper ,trucks,paver finisher /9m paver finisher,vibratory/Phenumatic roller and all other tools and plants required including fuel and all other incidiental charges etc complete as per specification using CMP Aa per clauses 507 of MORTH Part-5
235.55
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Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms 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 Specification No:803
420.2
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Provision for Hectametre stone of size 0.75mx0.23mx0.10m
9
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Provision for Kilometre stone of size 1.65mx0.45mx0.15m
2
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60cm Equilateral triangle Cautionary Signboard
8
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60cm Circular Cautionary Signboard
1
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Provision for CC Pavement from 0/0 to 0/2
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Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom abd side slopes in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical Specification
200
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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.
80
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade)
120
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
12.3
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Provision for 2.0m span culvert at Ch 2060m
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Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for foundation etc., complete.
94.71
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Cement concrete 1:4:8 mix using 40m ISS HBG metal including cost and conveyance of all materials and all labour charges etc., complete.
19.13
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Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.
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For Shuttering - Below Sill Level
93.78
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For Shuttering - Above Sill Level
133.35
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For Deck Slab Centering
16.56
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Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
93.8
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Reinforced Cement concrete 1:1.5:3 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
6.75
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Supplying, Fabricating and placing in position of MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.
680.88
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Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.
4.08
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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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