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 Jan 2025
Closing Date23 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 3,63,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_515966_1Tender No
54951/2023/RB1.2Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SS 20A
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KM 0/0-1/000
17.93
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KM 1/0-2/000
22.37
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KM 2/0-3/000
0.58
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KM 3/0-4/000
5.19
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KM 4/0-4/310
5.66
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Filling Using Carted Earth Construction Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as
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KM 0/0-1/000
513.97
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KM 1/0-2/000
356.02
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KM 2/0-3/000
465.4
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KM 3/0-4/000
629.45
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KM 4/0-4/310
121.19
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Gravel Shoulder 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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KM 0/0-1/000
558.11
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KM 1/0-2/000
559.24
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KM 2/0-3/000
560.87
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KM 3/0-4/000
556.48
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KM 4/0-4/310
173.03
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WET MIX MECADAM 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
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KM 0/0-1/000
571.23
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KM 1/0-2/000
567.53
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KM 2/0-3/000
561.14
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KM 3/0-4/000
564.98
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KM 4/0-4/310
181.13
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PRIMER COAT Applying PRIMECOAT over WMB/WMB 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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KM 0/0-1/000
3809.33
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KM 1/0-2/000
3790.25
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KM 2/0-3/000
3739.13
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KM 3/0-4/000
3769.88
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KM 4/0-4/310
1206
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TACK COAT Applying TACK COAT over Primed WMM surface at 2.5kg of Rs-1 Bitumen Emulsion / 10sq.m including labour for spraying hire charfes for bitumen sprayer etc., complete
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KM 0/0-1/000
3838.58
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KM 1/0-2/000
3812
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KM 2/0-3/000
3750
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KM 3/0-4/000
3810
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KM 4/0-4/310
1215
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BITUMINOUS MACADAM Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification clause. 504.
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KM 0/0-1/000
190.47
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KM 1/0-2/000
189.51
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KM 2/0-3/000
186.96
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KM 3/0-4/000
188.49
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KM 4/0-4/310
60.3
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Bituminous Concrete Providing and laying bituminious concrete to 40mm thick using 0.13 cum of 19.00-9.50mm. 0.17 cum of 9.5-2.36 and below with 50.3kgs of BG30/BG40 heating the bitumen and aggregates to required temperature and mixing then 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 tons vibratery / phenumatic
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KM 0/0-1/000
95.97
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KM 1/0-2/000
95.3
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KM 2/0-3/000
93.75
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KM 3/0-4/000
95.25
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KM 4/0-4/310
30.38
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R.C.C Slab Culvert 3m Span Ch 430
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Earth work excavation for foundation soil as per SS 20 B for foundation.
71.93
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Filling with M.sand including including all labour charges for filling etc complete.
4
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
7.99
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
76.18
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
66.42
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Above sill
127.03
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.88
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.9
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
8.1
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.95
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R.C.C Slab Culvert 1.5m Span Ch 1570
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Earth work excavation for foundation soil as per SS 20 B for foundation.
54.54
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Filling with M.sand including including all labour charges for filling etc complete.
3.03
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
6.06
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
54.39
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
59.19
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Above sill
94.16
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.35
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.36
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.31
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.23
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R.C.C Slab Culvert 1.5m Span Ch 1840
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Earth work excavation for foundation soil as per SS 20 B for foundation.
54.54
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Filling with M.sand including including all labour charges for filling etc complete.
3.03
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
6.06
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
54.39
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
59.19
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Above sill
94.16
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.35
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.36
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.31
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.23
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R.C.C Slab Culvert 1.5m Span Ch 2110
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Earth work excavation for foundation soil as per SS 20 B for foundation.
54.54
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Filling with M.sand including including all labour charges for filling etc complete.
3.03
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
6.06
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
54.39
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
59.19
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Above sill
94.16
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.35
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.36
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.31
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.23
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R.C.C Slab Culvert 1.5m Span Ch 3165
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Earth work excavation for foundation soil as per SS 20 B for foundation.
54.54
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Filling with M.sand including including all labour charges for filling etc complete.
3.03
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
6.06
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
54.39
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
59.19
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Above sill
94.16
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.35
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.36
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.31
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
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-
... More
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
12
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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
8.23
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Construction of Retaining wall
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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.150 - 250 (Right Side)
135
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Ch.3800 - 3900 (Right Side)
135
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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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Ch.150 - 250 (Right Side)
22.5
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Ch.3800 - 3900 (Right Side)
22.5
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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.150 - 250 (Right Side)
30
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Ch.3800 - 3900 (Right Side)
30
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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. (Below Sill)
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Ch.150 - 250 (Right Side)
54
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Ch.3800 - 3900 (Right Side)
54
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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. (Above Sill)
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Ch.150 - 250 (Right Side)
114.62
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Ch.3800 - 3900 (Right Side)
114.62
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete.
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Ch.150 - 250 (Right Side)
465.87
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Ch.3800 - 3900 (Right Side)
465.87
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Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface KM 0/000-6/450S
862
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Providing and Fixing of Cautionary, mandatory And Informatory sign Board Providing and fixing of Retro Reflectorisedn 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 Fixed on back support Frame of 25mm X 25mm X 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm X 6mmfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm X 45cm X 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec No.801)
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60CM Equilateral triangale Cautionary Signboard
14
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Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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Provision for K.M. stone
4
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Provision for H.M. stone
17
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Provision for Guard Stone (Pre cast) (for well Protection)
25
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Towards the charges for routline maintenance of the road work executed under PMGSY 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 for carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
4.31
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For the Second Year from the date of cpmpletion of work
4.31
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For the Third Year from the date of completion of work
4.31
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For the Fourth Year from the date of completion of work
4.31
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For the Fifth Year from the date of completion of work
4.31
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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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