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 Date27 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 1,39,95,000
Costs
EMD
₹ 1,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514166_6Bid Award Id
ViewTender No
DIPR/5603/TENDER/2024Tender 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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KM 1/00-2/000
300
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KM 2/00-2/400
120
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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. KM 0/000 - 2/400
899.38
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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. KM 0/000 - 2/400
7195.1
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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 material, labour charges, rentals for machinery, fuel and all other incidental charges etc., KM 0/000 - 2/400
7212.5
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BITUMINOUS CONCRETE 25 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/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 KM 0/000 - 2/400
180.31
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Provision for HM Stone charges etc complete
10
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KM Stone
2
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Provision for Name board
1
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Provision for Sign board 60cm Triangle Cautionary Board
10
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Construction of Drainage CH-280m-400m Earth work excavation in hard gravelly soil with initial lead and lift as per SS20 B for Foundation in narrow trench.
144
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Foundation concrete in C.C.1:4:8 mix using 40mm ISS HBG Metal including cost and conveyance of all materials to site and all labours etc., complete
28.8
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P. C.C.1:3:6 mix using 20mm ISS HBG Metal including cost and conveyance of all materials to site and all labours etc., complete
64.8
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Supplying and erection of steel centering including cost and coveyance of all labour charges etc., complete.
432
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Above Sill
22.08
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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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R.C.C.1:1.5:3 mix using 20mm ISS HBG Metal including cost and conveyance of all materials to site and all labours etc., complete
3.02
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Plastering with CM14 mix 12mm thick including cost and conveyance of all materials to site to site and all labour charges etc. complete.
108
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Construction of 1.5 m RCC Slab culvert @ Panampatti to Sasthiripuram Road KM 0/000 - 2/400 (R-58) 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 Culvert @ Ch 270
41.89
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Culvert @ Ch 500
41.89
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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 Culvert @ Ch 270
4.19
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Culvert @ Ch 500
4.19
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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 Culvert @ Ch 270
28.67
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Culvert @ Ch 500
28.67
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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 Culvert @ Ch 270
25
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Culvert @ Ch 500
25
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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 Culvert @ Ch 270
3.36
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Culvert @ Ch 500
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 Culvert @ Ch 270
3.31
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Culvert @ Ch 500
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 with standard specifications and as directed by departmental officers etc. Culvert @ Ch 270
42
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Culvert @ Ch 270
96.34
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Culvert @ Ch 500
42
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Culvert @ Ch 500
96.34
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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 Culvert @ Ch 270
0.35
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Culvert @ Ch 500
0.35
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab Culvert @ Ch 270
15
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Culvert @ Ch 500
15
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Culvert @ Ch 270
4.5
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Culvert @ Ch 500
4.5
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Culvert @ Ch 270
12
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Culvert @ Ch 500
12
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Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, Culvert @ Ch 270
6.14
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Culvert @ Ch 500
6.14
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Retaing wall @ 2020 m
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
291.2
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Filling inside the Foundation with clean coarse sand 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 for filling inside the Foundation.
20.8
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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 10 cum.
20.8
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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 10 cum. FOOTING
86.4
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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 10 cum. FOR BODYWALL
306
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc 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 including conveyance of all materials to site and proper centering etc complete. BELOW GL
72
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Above GL
365.6
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Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for Retaining Wall including cost and conveyance of all materials to work site and labour charges for fixing, complete
120
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Road Marking with hot applied thermoplastic compound with reflectorising glass base on bituminouse surface
480
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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
70
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Towards the charges for routline
maintenance of the road work executed
under NABARD XXX 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 IRCSP-
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 For the First Year from the date of
completion of work
2.4
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For the Second Year from the date of
completion of work
2.4
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For the Third Year from the date of
completion of work
2.4
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For the Fourth Year from the date of
completion of work
2.4
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For the Fifth Year from the date of
completion of work
2.4
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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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