Rural Development And Panchayat Raj Department Tender
... More
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 2,95,02,000
Costs
EMD
₹ 2,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514812_4Bid Award Id
ViewTender No
DRDPR, Chennai LrNo. DIPR/5603/ Tender/2024 dt.26.12.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
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- 4/9
2604.4
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Providing and Laying Red Gravel side berms including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at 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
257.42
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Km 1/0-2/0
267.87
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Km 2/0-3/0
268.87
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Km 3/0-4/0.
269.22
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Km4/0-4/9
238.89
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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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-
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Km 0/0- 4/9
2712.93
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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.
-
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Km 0/0- 4/9
18086.24
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Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10Square metre for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
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Km 0/0- 4/9
18206.25
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BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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 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
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Km 0/0- 4/9
455.16
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Provision for KM Stone
4
-
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Provision for HM Stone
20
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-
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Sign Board
10
-
-
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Providing and fixing reflective road studs on curves
20
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Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm 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 MORT&H specification No.803
971
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Provision for Citizen information Board
1
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Hard Bed ch at 0/570
-
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-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B
101.8
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Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.
10.18
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Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete. Without Strutting
234.84
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cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete
67.64
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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.
29.11
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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) .
43.66
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
50.63
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Construction of 1.5 m RCC Slab culvert @ 1/830 and 3/200 (2 Nos)
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B
-
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Culvert @ Ch. 1/830
90.28
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Culvert @ Ch. 3/200
90.28
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Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.
-
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Culvert @ Ch. 1/830
9.03
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Culvert @ Ch. 3/200
9.03
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cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete
-
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-
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Culvert @ Ch. 1/830
62.27
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Culvert @ Ch. 3/200
62.27
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cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Super Structure
-
-
-
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Culvert @ Ch. 1/830
30.92
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-
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Culvert @ Ch. 3/200
30.92
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cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block
-
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-
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Culvert @ Ch. 1/830
3.36
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Culvert @ Ch. 3/200
3.36
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Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab
-
-
-
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Culvert @ Ch. 1/830
3.31
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-
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Culvert @ Ch. 3/200
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.
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Below Sill level
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Culvert @ Ch. 1/830
87.84
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Culvert @ Ch. 3/200
87.84
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Above sill level
-
-
-
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Culvert @ Ch. 1/830
110
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-
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Culvert @ Ch. 3/200
110
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Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification
-
-
-
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Culvert @ Ch. 1/830
0.35
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-
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Culvert @ Ch. 3/200
0.35
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-
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Providing and fixing 15mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
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Culvert @ Ch. 1/830
3.15
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Culvert @ Ch. 3/200
3.15
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-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
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Culvert @ Ch. 1/830
4.5
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-
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Culvert @ Ch. 3/200
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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-
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Culvert @ Ch. 1/830
12
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-
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Culvert @ Ch. 3/200
12
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-
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Collection and supply of unscreened gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
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-
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Culvert @ Ch. 1/830
7.33
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Culvert @ Ch. 3/200
7.33
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Construction of 3.0 m RCC Slab culvert @ 2/480, 4/800, 4/900 ( 3 Nos)
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B
-
-
-
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Culvert @ Ch. 2/480
92.78
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Culvert @ Ch. 4/800 & 4/900
185.56
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-
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Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.
-
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-
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Culvert @ Ch. 2/480
9.27
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Culvert @ Ch. 4/800 & 4/900
18.54
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cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete
-
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-
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Culvert @ Ch. 2/480
62.28
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Culvert @ Ch. 4/800 & 4/900
124.56
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cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Super Structure
-
-
-
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Culvert @ Ch. 2/480
25.97
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Culvert @ Ch. 4/800 & 4/900
51.94
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cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block
-
-
-
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Culvert @ Ch. 2/480
3.9
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-
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Culvert @ Ch. 4/800 & 4/900
7.8
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-
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Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab
-
-
-
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Culvert @ Ch. 2/480
8.1
-
-
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Culvert @ Ch. 4/800 & 4/900
16.2
-
-
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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.
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-
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Below sill level
-
-
-
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Culvert @ Ch. 2/480
86.19
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Culvert @ Ch. 4/800 & 4/900
172.38
-
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Above sill level
-
-
-
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Culvert @ Ch. 2/480
114.65
-
-
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Culvert @ Ch. 4/800 & 4/900
229.3
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-
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Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification
-
-
-
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Culvert @ Ch. 2/480
0.88
-
-
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Culvert @ Ch. 4/800 & 4/900
1.76
-
-
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Providing and fixing 15mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
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Culvert @ Ch. 2/480
4.5
-
-
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Culvert @ Ch. 4/800 & 4/900
9
-
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
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Culvert @ Ch. 2/480
4.5
-
-
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Culvert @ Ch. 4/800 & 4/900
9
-
-
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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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Culvert @ Ch. 2/480
12
-
-
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Culvert @ Ch. 4/800 & 4/900
24
-
-
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Collection and supply of US gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
-
-
-
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Culvert @ Ch. 2/480
6.14
-
-
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Culvert @ Ch. 4/800 & 4/900
12.28
-
-
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Construction of 5.0 m span RCC Slab culvert @ 4/030
-
-
-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B
199.18
-
-
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Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.
19.92
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-
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cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete
133.15
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-
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cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Super Structure
56.6
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-
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Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block
4.04
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-
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Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab
18.71
-
-
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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.
-
-
-
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Culvert @ Ch. 4/030 Below Sill level
124.2
-
-
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Culvert @ Ch. 4/030 Above sill level
192.99
-
-
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Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification
2.08
-
-
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Providing and fixing 15mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
6.45
-
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
6
-
-
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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.
12.67
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-
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Towards the charges for routine maintenance of the road work executed including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
-
-
-
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For the First year from the date of completion of work
4.9
-
-
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For the second year from the date of completion of work
4.9
-
-
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For the third year from the date of completion of work
4.9
-
-
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For the fourth year from the date of completion of work
4.9
-
-
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For the fifth year from the date of completion of work
4.9
-
-
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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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