Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Construction Material
Eprocure
Opening Date27 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 1,35,38,000
Costs
EMD
₹ 1,36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tirunelveli District Nabard Ridf Xxx 2024-25 Strengthening And Black Topping Of Kadankulam To Kaluvoor Road In Nanguneri Block In Package No. 05
Description
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Contact
Tender Id
2024_RDTN_514654_6Tender No
A4/2799550/2024 Nabard roadTender 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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Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. SS 20 A
1211.62
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Providing and Laying red Gravel to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
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Km 0/0-1/0
150
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Km 1/0-2/0
150
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Km 2/0-3/0
114.84
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Km 3/0-3/6
90
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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.
1108.88
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Advance patch work (25mm thick) for making in the undulation in the existing BT surface to an average thickness of 20mm using 13.20mm IRC size HBG metal including cost and conveyance of all materials to site etc complete.
14.6
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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.
8871
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Providing and laying Tack coat over WMM surface (Treated with Primer) surface 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
8887.5
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Providing and laying Tack coat over BT surface using 3.00 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
3750
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Providing and laying Bituminious concrete to specified 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
379.12
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Provision of Rumble strips with premix Bituminous carpet Providing Rumble strips covered with premix Bituminous carpet 20mm hgh at center 250mm vide placed at 1m center to center at approved locations to control speed market with white strips of road marking paint Km 0/0 - 3/6
5.64
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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. Km 0/0 - 3/6
720
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Provision of Hectametre Stone
15
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Provision of Kilometer Stone
3
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Providing and erecting cautionary, Mandatory and Informatory signs
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Reflector
10
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60Cm cirlce (Mandatory sign )
4
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60Cm Equilateral Triangle (Cautionary) Sign board
4
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Provision for village Name Board etc complete
1
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Construction of Culvert 3.00m span @ Ch. CH 2612M
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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
65.44
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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
8.92
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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 Foundation
40.44
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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 Superstructure
40.92
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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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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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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.
52.89
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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.
151.85
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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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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
4.5
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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
24
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Refilling the sides of culvert with excavated earth including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
11.72
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Maintenance Towards the charges for routline maintenance of the road work executed under Nabard 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 IRC-SP-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
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For the First Year from the date of completion of work
3.6
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For the Second Year from the date of cpmpletion of work
3.6
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For the Third Year from the date of completion of work
3.6
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For the Fourth Year from the date of completion of work
3.6
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For the Fifth Year from the date of completion of work
3.6
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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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