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 Date2 May 2025
Closing Soon21 May 2025
Tender Amount₹ 81,98,000
Costs
EMD
₹ 82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RDTN_553647_1Tender No
DIPR/1714/Tender/2025 Dated.29.04.2025Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
Thanjavur District - MGSMT - 2025-2026 Phase-II- Tender Notice.
Technical Bid detail document
Price Bid detail document
BOQ Items
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Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A.
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KM 0/0-1/060
111.87
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Picking the existing B.T surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete.
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KM 0/0-1/060
1051.2
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Plant Mix Method : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
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KM 0/0-1/0
5.65
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Providing & laying gravel soling to compacted thick including cost & conveyance of gravel from approved source to work site including labour for spreading and compacting by power roller to achieve the required Proctor density at 100% compaction of 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 0/0-1/0
100.12
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KM 1/0-1/060
6
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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 0/0-1/0
377.35
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KM 1/0-1/060
22.5
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Providing and applying Prime coat over WMM surface using 7 Kg of bitumen emulsion SS-1 for 10sqm preparatory to another bituminous construction over it including cost of material, labour charges and all other incidental charges etc., .
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KM 0/0-1/0
3018.6
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KM 1/0-1/060
180
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Providing and applying 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 for machinery, fuel and all other incidental charges etc.,
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KM 0/0-1/0
3045
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KM 1/0-1/060
180
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Bituminous Concrete 25mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste - Providing and laying Bituminous Concrete to 25mm 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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
76.15
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KM 1/0-1/060
4.5
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Retro-Reflectorised Traflic Signs (with definition board) Type IV - Providing and erecting of Retro-Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTMD 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. lOm from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)
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60 cm equilateral triangle - Cautionary sign board
10
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Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification arid as directed by the Engineer-in-charge
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KM 0/0-1/060
175
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Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete.
1
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Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete.
4
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Construction of 3.00m RCC slab culvert @ Chainage 210 m
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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RCC slab Culvert at Chainage 210 m
54.81
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Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with standard specification.
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RCC slab Culvert at Chainage 210 m
4.99
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Cement concrete of grade CC 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 10 cum.
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RCC slab Culvert at Chainage 210 m
4.99
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Cement concrete of grade CC 1:3:6 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 10 cum.
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RCC slab Culvert at Chainage 210 m
33.72
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Cement concrete of grade CC 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 10 cum.-Super Structure
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RCC slab Culvert at Chainage 210 m
31.97
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement)
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RCC slab Culvert at Chainage 210 m
45
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Above Basement)
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RCC slab Culvert at Chainage 210 m
128.13
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Cement concrete of grade CC 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 10 cum. - Bed block & Dirt wall
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RCC slab Culvert at Chainage 210 m
3.9
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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RCC slab Culvert at Chainage 210 m
8.1
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Supplying and Fabricating and placing in position 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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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RCC slab Culvert at Chainage 210 m
0.88
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.
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RCC slab Culvert at Chainage 210 m
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
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RCC slab Culvert at Chainage 210 m
12
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Construction of 3.00m RCC slab culvert @ Chainage 512 m
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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RCC slab Culvert at Chainage 512 m
54.81
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Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with standard specification.
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RCC slab Culvert at Chainage 512 m
4.99
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Cement concrete of grade CC 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 10 cum.
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RCC slab Culvert at Chainage 512 m
4.99
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Cement concrete of grade CC 1:3:6 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 10 cum.
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RCC slab Culvert at Chainage 512 m
33.72
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Cement concrete of grade CC 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 10 cum.-Super Structure
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RCC slab Culvert at Chainage 512 m
31.97
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement)
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RCC slab Culvert at Chainage 512 m
45
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Above Basement)
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RCC slab Culvert at Chainage 512 m
128.13
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Cement concrete of grade CC 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 10 cum. - Bed block & Dirt wall
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RCC slab Culvert at Chainage 512 m
3.9
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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RCC slab Culvert at Chainage 512 m
8.1
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Supplying and Fabricating and placing in position 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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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RCC slab Culvert at Chainage 512 m
0.88
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab.
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RCC slab Culvert at Chainage 512 m
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
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RCC slab Culvert at Chainage 512 m
12
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Construction of Pipe Culvert -Dry Fixing at CH 585m
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
7.2
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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) .
1.8
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Providing and Laying Reinforced cement concretepipe NP3 for culverts on first class beddingof granular material in single Row in cluding fixing collar with cm 1:2 but Excluding Excavation, production works, backfilling concrete and masonry works In head wall and parapets clause 1106 including fixing collars etc complete
5
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Construction of Retaining Wall
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Chainage 565m-635m(LHS Side)
115.08
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Cement concrete of grade CC 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 10 cum.
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Chainage 565m-635m(LHS Side)
9.59
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Cement concrete of grade CC 1:3:6 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 10 cum.
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Chainage 565m-635m(LHS Side)
28.77
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Cement concrete of grade CC 1:3:6 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 10 cum.-Super Structure
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Chainage 565m-635m(LHS Side)
83.97
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement)
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Chainage 565m-635m(LHS Side)
156.05
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Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Above Basement)
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Chainage 565m-635m(LHS Side)
191.62
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Providing and fixing of MGSMT Retro Reflective Name board as per as per section1700 of MORD specifications and in compliance with IRC 67-2022 specifications (Para 6.5.2). Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 800mm size fixed at top & 900mm x 750mm fixed at bottom duly riveted to existing flange/MS Sheet space given in the existing structure, MGSMT logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Type IV grade Class B standard of IRC 67- 2022. Message on the retro reflective sheeting including the QR code shall be digitally printed on approved latex printing platform and over laminted by suitable for Ultraviolet resistance electro-cut table film as a protective over laminate sheet. The design, painting and lettering shall be done as per the MGSMT Signage Guidelines and the retrofeflective sheeting shall be covered under 7 years warranty issued for field performance (as per MORT&H specification No. 801) and as directed by Engineer-In-charge
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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 (Both Construction and Maintenance) above this row in column "BB" for all works in this package}.
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