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 Mudhalvarin Grama Salaigal Membattu Thittam Mgsmt 2025-26 Phase Ii In Reddiyarchatram Block 1 No Of Dindigul District Tn05-39 in Dindigul, Tamil Nadu. The bid opening date for this tender is 05-05-2025 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 tender amount, scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 May 2025
Closing Date16 May 2025
Tender AmountRefer Documents
Costs
EMD
₹ 86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_554690_1Bid Award Id
ViewTender No
DIPR No.1714-Tenders-2025Tender 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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Earth work excavation from borrow pits for filling in all classes of soil except sand and hard rock etc with initial lead and lift for raising and widening the existing road sidedrain etc, complete.as per SS20A
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Km 0/0 -0/860
26.86
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Picking the existing worn out BT surface hard gneiss, granite,quartz metal 50mm to 100mm thick and repacking the metal to bring the existing surface to camber including leveling and sectioning as indicated by the departmental officer including labour charges for picking tools and equipments employed and all other incidental charges etc., complete as per standard
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Km 0/0 -0/860
661.66
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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.
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Km 0/0 -0/860
383.25
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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.. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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Km 0/0 -0/860
2554.98
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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 bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification..
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Km 0/0 -0/860
1984.98
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BITUMINOUS CONCRETE 50 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 -0/860
99.25
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm 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 -0/860
49.63
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Providing and Laying Gravel Soling to compacted thick including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.
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Km 0/0 -0/860
19.69
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Provision for Km stone, Hm stone,Guardstone,Name board, Logo board and Cautionary sign boards etc.
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HM stone
4
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Provision for Information board
1
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Provision for Sign board
3
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3M Culvert 630m
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
54.82
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Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications for FOUNDATION
13.71
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Cement Concrete 1:3:6 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL & ABOVE SILL LEVEL
31.86
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Providing and laying for vibrated cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications
29.02
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Supply and Fabrication of Fe-415 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-415 grade
0.827
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Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for
148.56
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Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for
25.14
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PCC 1:2:4 using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for DIRT WALL CUM BED BLOCK OVER ABUTMENTS
3.45
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Reinforced Cement Concrete 1:1.5:3 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
8.55
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Filling behind Abutments and wings with gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete..
43.01
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Providing and fixing PVC EXPANSION JOINT in between Deck slabs over abutment and pier as shown in the Drawing including cost and conveyance of expansion Joints including Shalimar pad and joint sealant etc., Complete
15
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and other incidental charges etc., complete
4.5
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Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill.
12
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6M Culvert 555m
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
135.41
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Providing and laying for plain cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials at site and watering and compacting etc.,complete complying with standard specifications for FOUNDATION
33.85
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Cement Concrete 1:3:6 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS BELOW SILL LEVEL & ABOVE SILL LEVEL
142.99
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Reinforced Cement Concrete 1:2:4 using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for DIRT WALL CUM BED BLOCK OVER ABUTMENTS
5.4
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Reinforced Cement Concrete 1:1.5:3 using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
24.62
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Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for
290.14
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Centering : Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for
51.57
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Supply and Fabrication of Fe-415 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-415 grade
2.6
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Providing and fixing PVC EXPANSION JOINT in between Deck slabs over abutment and pier as shown in the Drawing including cost and conveyance of expansion Joints including Shalimar pad and joint sealant etc., Complete
15
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and other incidental charges etc., complete
6.3
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Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia. semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill.
12
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Filling behind Abutments and wings with gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete..
66.63
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Retaining Wall 570m to 595m (Both sides)
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Earth Work excavation for foundation in all soils and to full depth as may as be directed in hard rock requiring plastering but inclusive of shorting, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth as per SS20B
91.04
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CC 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Foundation CC)
13.01
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CC 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of materials and all labour charges etc., (for Super structure)
143.32
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Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes
302
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CC Pavement 310m to 490m
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Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes
58.5
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construction of un reinforced dowel jointed at expansion and consturction joint only plain cement concret pavement etc to complete
142.5
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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}
1
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