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 Date6 Aug 2024
Closing Date14 Aug 2024
Tender Amount₹ 2,17,35,000
Costs
EMD
₹ 4,35,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
T09- Namanoor - Lakshmipuram Road To Veerapatti (via) Perumalpatti
Description
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Contact
Tender Id
2024_RDTN_135845_1Bid Award Id
ViewTender No
TN16_210_SivagangaiTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Scarifying the Existing Bituminous road surface to a depth of 100 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 - 3/825
4762.87
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Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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-
Km. 0/0 - 1/0
1119.27
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Km. 1/0 - 2/0
1143.15
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Km. 2/0 - 3/0
1151.91
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Km. 3/0 - 3/825
932.54
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Construction of Embankment 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 (Gravel Shoulder)
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Km. 0/0 - 1/0
558.34
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Km. 1/0 - 2/0
560.02
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Km. 2/0 - 3/0
562.5
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Km. 3/0 - 3/825
462.43
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).
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Km. 0/0 - 1/0
580.72
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Km. 1/0 - 2/0
567.4
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Km. 2/0 - 3/0
566.72
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Km. 3/0 - 3/825
483.18
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Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity
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Km. 0/0 - 1/0
3871.42
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Km. 1/0 - 2/0
3782.66
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Km. 2/0 - 3/0
3778.05
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Km. 3/0 - 3/825
3221.15
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Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
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Km. 0/0 - 1/0
3899.17
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Km. 1/0 - 2/0
3799.16
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Km. 2/0 - 3/0
3778.05
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Km. 3/0 - 3/825
3232.03
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Providing, laying and rolling of Close-Graded Premix Surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MSS (Using Waste Plastic).
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Km. 0/0 - 1/0
3899.17
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Km. 1/0 - 2/0
3799.16
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Km. 2/0 - 3/0
3778.05
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Km. 3/0 - 3/825
3232.03
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Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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Km. 0/0 - 1/0
1.13
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Km. 1/0 - 2/0
2.81
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Km. 2/0 - 3/0
1.69
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Km. 3/0 - 3/825
2.25
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
765
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Provision for Road Marker/ Road stud with lens Reflector
140
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Provision for Name Board
1
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Provision for PMGSY Logo Board
3
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Provision for Sign Board (1 curve =2Nos)
28
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Provision for Chevron Sign Octogan Board (90cm)
2
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-
Provision for 60 cm Circle(Mandatory Sign Baoard)
4
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Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
12
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-
Provision for Citizen Information Board
1
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Provision for Maintenance Board
1
-
-
Provision for KM Stone
3
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-
Provision for HM Stone
16
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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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Pipe culvert at : 3400
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Removal of Pipes
7.5
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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1.5mCulvert @ Ch. 3400
80.49
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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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1.5mCulvert @ Ch. 3400
5.03
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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5mCulvert @ Ch. 3400
7.55
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
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1.5mCulvert @ Ch. 3400
51.51
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
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1.5mCulvert @ Ch. 3400
29.35
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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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1.5mCulvert @ Ch. 3400
3.36
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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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1.5mCulvert @ Ch. 3400
3.31
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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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1.5mCulvert @ Ch. 3400
0.35
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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1.5mCulvert @ Ch. 3400
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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1.5mCulvert @ Ch. 3400
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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1.5mCulvert @ Ch. 3400
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.
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1.5mCulvert @ Ch. 3400
9.45
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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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Pipe culvert at : 1800
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Removal of Pipes
15
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Removal of Body wall
2.1
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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3.0mCulvert @ Ch. 1800
85.77
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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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3.0mCulvert @ Ch. 1800
5.36
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
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3.0mCulvert @ Ch. 1800
8.04
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For Footings as 4% Rate for Centering Works
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-
3.0mCulvert @ Ch. 1800
52.12
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works
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3.0mCulvert @ Ch. 1800
33.44
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
3.0mCulvert @ Ch. 1800
3.9
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-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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-
3.0mCulvert @ Ch. 1800
8.1
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-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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3.0mCulvert @ Ch. 1800
0.88
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-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
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3.0mCulvert @ Ch. 1800
15
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-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
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-
3.0mCulvert @ Ch. 1800
4.5
-
-
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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-
-
3.0mCulvert @ Ch. 1800
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.
-
-
-
3.0mCulvert @ Ch. 1800
9.25
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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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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-
Pipe culvert at : 200
-
-
-
Removal of Pipes
45
-
-
Removal of Body wall
5.88
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
6.0m Culvert @ Ch. 200
147.17
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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.
-
-
-
6.0m Culvert @ Ch. 200
12.98
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
6.0m Culvert @ Ch. 200
17.31
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works
-
-
-
6.0m Culvert @ Ch. 200
90.78
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works
-
-
-
6.0m Culvert @ Ch. 200
67.26
-
-
Cement concrete 1 : 1.5 : 3 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
6.0m Culvert @ Ch. 200
28.74
-
-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
6.0m Culvert @ Ch. 200
2.87
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
6.0m Culvert @ Ch. 200
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
6.0m Culvert @ Ch. 200
6
-
-
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
-
-
-
6.0m Culvert @ Ch. 200
12
-
-
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.
-
-
-
6.0m Culvert @ Ch. 200
13.27
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-
Maintenance of the road
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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 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
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For the First Year from the date of
completion of work
1
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For the Second Year from the date of
completion of work
1
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-
For the Third Year from the date of
completion of work
1
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For the Fourth Year from the date of
completion of work
1
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-
For the Fifth Year from the date of
completion of work
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)
1
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