Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Dec 2024
Closing Date9 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,68,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_513069_1Tender No
DIPR/5540/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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Vibrated Cement Concrete of grade M15 using 40 mm, 20 mm and 10 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, transp
19.56
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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporti
539.97
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Vibrated Cement Concrete of grade M20 (nominal mix 1:2:4) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cos t of formwork, soft water, labour charges for mixing, tra
152.39
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Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, tra
8.59
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken
60
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
26.25
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Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 12mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including all labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, and all other incidental charges, etc., complete for DECK SLAB
134.55
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work sit
34.02
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Filling behind Abutment and Wing walls with clean gritty gravel including cost and conveyance of grave 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
45.05
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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 conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
37.5
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Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required
19.21
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Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transpor
6.34
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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,
15.78
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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,
273.24
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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,
68.8
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Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working
6.3
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Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of
16
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Manufacturing and fixing cement blocks of size 250 x 250 x300mm in CC 1:2:4 nominal mix 15 using 20mm ISS Sixe HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at b
152.46
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un
136.5
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Provision for Approach Road
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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Ch 0/200-0/340
118.8
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
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Ch 0/200-0/340
137.5
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Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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Ch 0/200-0/340
186.62
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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Ch 0/200-0/340
61.88
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Construction of Granular Sub base Grade III 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)
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Ch 0/200-0/340
66.83
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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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Ch 0/200-0/340
61.88
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Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete
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Ch 0/200-0/340
412.5
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Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
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Ch 0/200-0/340
412.5
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Providing and laying Bituminious concrete to 30mm 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 ho
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Ch 0/200-0/340
10.31
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Providing and fixing Name board
1
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Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet
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60 Cm Equilateral triangle (Cautionary) sign Board
2
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60 Cm Circular (Mandatory) sign Board
1
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Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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Ch 0/200-0/340
28
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Diversion Construction of Embankment with Material Obtained from Roadway Cutting
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Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Tech
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CH 0/250-0/300
187.5
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Construction of Granular Sub base Grade III 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 p
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CH 0/250-0/300
28.13
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WETMIX MECADAM
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CH 0/250-0/300
18.75
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NP3 PIPE
10
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Retainingwall
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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
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Ch.250-260 (Both Side)
130.68
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Ch.300-310 (Both Side)
130.68
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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.
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Ch.250-260 (Both Side)
14.52
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Ch.300-310 (Both Side)
14.52
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Cement concrete 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. (Below Sill)
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Ch.250-260 (Both Side)
74.52
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Ch.300-310 (Both Side)
74.52
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Cement concrete 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. (Below Sill)
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Ch.250-260 (Both Side)
127.44
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Ch.300-310 (Both Side)
127.44
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)
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Ch.250-260 (Both Side)
79.45
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Ch.300-310 (Both Side)
79.45
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)
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Ch.250-260 (Both Side)
302.72
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Ch.300-310 (Both Side)
302.72
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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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