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 Date30 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 1,78,72,000
Costs
EMD
₹ 1,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening Of Bt Road At Ttkl Road To Karinizampet In Poondi Block Under Nabard Xxx 2024-25 Pac.04
Description
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Contact
Tender Id
2024_RDTN_515158_1Tender 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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Picking BT Surface
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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Km 0/0 - 2/100
2612.13
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Gravel Shoulders
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
334.02
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Km 1/0 - 2/000
337.5
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Km 2/0 - 2/100
33.75
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Formation of Earthern Shoulders Using Conveyed Earth
collection and supply of carted earth from the approved quarry at an average lead of 15 km including cost and conveyance of convered earth all materials to site anf labour charges , including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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Km 0/0 - 1/000
640.25
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Km 1/0 - 2/000
688.21
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Km 2/0 - 2/100
34.24
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Laying of Wet Mix Macadam(WMM)
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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Km 0/0 - 1/000
580.69
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Km 1/0 - 2/000
580.36
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Km 2/0 - 2/100
56.25
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Slow Setting Emulsion (SS-1) 7.00 Kg
Applying PRIMECOAT over WBM/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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Km 0/0 - 2/100
8115.32
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Rapid Setting Emulsion (RS-1) 2.5 Kg
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.,
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Km 0/0 - 2/100
8115.32
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Bituminous macadam 50mm Thick
Providing and laying 50mm Compacted thick Bituminous macadam using 26.50-11.2mm graded metal and 0.10 cum of 13.20-2.36mm grade metal with 37.00kgs of VG30/VG40 for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP asper clause 507 of MORTH Rev-5
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Km 0/0 - 1/000
193.57
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Km 1/0 - 2/000
193.45
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Km 2/0 - 2/100
18.75
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BITUMINIOUS CONCRETE 25MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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Km 0/0 - 1/000
96.79
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Km 1/0 - 2/000
96.73
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Km 2/0 - 2/100
9.38
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Rumble Strips Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81
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Km 0/0 - 1/000
11.24
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Km 1/0 - 2/000
11.24
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Km 2/0 - 2/100
5.62
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Road Marking Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.50mm thick
|including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finishedsurface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803
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Km 0/0 - 1/000
200
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Km 1/0 - 2/000
200
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Km 2/0 - 2/100
20
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Provision for KM Stone
2
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Provision for HM Stone
8
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Provision for Name board /Citizen information Board
1
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Provision for Logo board
1
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Supply and fixing of Sign boards as per specification
8
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Road Marking/ Road Stud with lens reflector
20
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Construction of RCC 6.00M Span Culvert at CH 0/0- 0/775
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Earth work excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring tha sides of foundation
120.28
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Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm. Thick well ramed,watered and compaceted complete complaying with standard specification.
7.29
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Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed
14.58
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Below Foundation
Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed
75.5
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Super Structure
Cement concrete 1:2:4mix using 40mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed including centering and shuttering.
46.1
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Super Structure for Bed Block & Dirt Wall
Cement concrete 1:1.5:3mix using 20mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed
4.26
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For Deck Slab
Cement concrete 1:1.5:3mix using 20mm HBG metal for all RCC items works excluding cost of Rein forced and fabricating charges ,centering and shuttering including curing and shall be finished smooth with cement mortar 1:3 , 12mm thick and with Krift paper without claiming extra as directed by the departmental officers , complete complying with standard specification
24.48
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Supplying and erecting centring shuttering including necessary supports for plane surface in foundation and suoerstructure for Aboutment /pier using mild steel size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia spaced at 75cm at C/C etc., complete.
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i ) Below Sill
86.31
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ii) Above Sill
188.87
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Supplying and fabrication and placing in position MS steel or Ribbed Tor steel for all Reinforced Cement Concrete works as per the design given 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.
2.87
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Providing and Fixing 20mm thick bitumen felt in expansion joint Between Dirtwall & Deck slab
15
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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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Construction of RCC 1.5M Span Culvert at CH 0/0- 0/975
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Earth work excavation for foundation soil as per SS20 B for foundation.
90.63
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Filling with M sand including all labour charges for filling etc complete.
10.36
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Cement concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete.
10.36
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Below Foundation
Cement concrete 1:3:6 mix using 40mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed
85.24
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Supplying and erecting centring shuttering including necessary supports for plane surface in foundation and suoerstructure for Aboutment /pier using mild steel size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia spaced at 75cm at C/C etc., complete.
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Below Sill
71.82
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Above Sill
94.27
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Supplying and fabrication and placing in position MS steel or Ribbed Tor steel for all Reinforced Cement Concrete works as per the design given 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.
0.35
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Super Structure for Bed Block & Dirt Wall
Cement concrete 1:1.5:3mix using 20mm HBG metal for foundation including watering ,centering and shuttering wherever necessary and laid in layers of not more than 15 cm thick ,compacting etc., complete complying with standard specification and as directed
3.36
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For Deck Slab
Cement concrete 1:1.5:3mix using 20mm HBG metal for all RCC items works excluding cost of Rein forced and fabricating charges ,centering and shuttering including curing and shall be finished smooth with cement mortar 1:3 , 12mm thick and with Krift paper without claiming extra as directed by the departmental officers , complete complying with standard specification
3.31
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Providing and Fixing 20mm thick bitumen felt in 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.
8.78
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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
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For 1st Year
1
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For 2nd Year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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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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