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 Date22 Aug 2024
Closing Date29 Aug 2024
Tender Amount₹ 3,99,80,370
Costs
EMD
₹ 7,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruvarur District - Pmgsy Iii Batch- I 2023-24 Valangaiman Block Road Work Package No- Tn21 406 (retender)
Description
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Contact
Tender Id
2024_RDTN_136057_1Bid Award Id
ViewTender No
TN21406Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 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. 0/0-4/326
5394.62
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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 per Technical Specification Clause 303.1.( Carted Earth)
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Km. 0/0-4/326
4262.76
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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
168.75
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Km 1/0-2/0
167.01
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Km 2/0-3/0
168.75
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Km. 3/0-4/0
168.75
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Km. 0/0-4/326
55.01
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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 mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
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km 0/0-1/0
570.1
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Km 1/0-2/0
583.97
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Km 2/0-3/0
602.46
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Km. 3/0-4/0
590.54
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Km. 0/0-4/326
191.56
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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 a lead of 1000 m 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. {Wastic Plastic}
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km 0/0-1/0
190.04
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Km 1/0-2/0
194.66
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Km 2/0-3/0
200.82
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Km. 3/0-4/0
196.85
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Km. 0/0-4/326
63.86
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Providing and applying primer 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
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Km. 0/0-4/326
16924.12
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.15 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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Km. 0/0-4/326
16962.75
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Mix Seal Surfacing 25mm thick (Using Waste Plastic) 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
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Km 0/0-1/0
3800.7
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Km 1/0-2/0
3931.71
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Km 2/0-3/0
4016.4
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Km. 3/0-4/0
3936.92
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Km. 0/0-4/326
1277.02
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801
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logo board
3
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sign board
42
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Circular board
2
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Octagonal board
1
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Citizen board
1
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Name board
1
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Maintanance board
1
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Guard Stone
50
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Provision for kilometre stones
4
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Provision for Hectametre stones
17
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Construction of 1.50 m RCC Slab culvert @ Ch.1/150
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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 the sides of foundation.
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Culvert @ Ch.1/150
72.73
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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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Culvert @ Ch.1/150
9.38
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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.
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Culvert @ Ch.1/150
14.08
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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.
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Culvert @ Ch.1/150
29.93
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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.
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Culvert @ Ch.1/150
33.93
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Cement concrete 1 : 2 : 4 mix using 20 mm 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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Culvert @ Ch.1/150
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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Culvert @ Ch.1/150
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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Culvert @ Ch.1/150
0.35
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.1/150
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.1/150
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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Culvert @ Ch.1/150
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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Culvert @ Ch.1/150
7.08
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Construction of 6.0 m RCC Slab culvert @ Ch.1/890
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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 the sides of foundation.
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Culvert @ Ch.1/890
212.18
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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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Culvert @ Ch.1/890
19.74
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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.
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Culvert @ Ch.1/890
29.61
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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.
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Culvert @ Ch.1/890
109.92
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Cement concrete 1 : 2 : 4 mix using 20 mm 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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Culvert @ Ch.1/890
111.19
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Cement concrete 1 : 2 : 4 mix using 20 mm 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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Culvert @ Ch.1/890
4.26
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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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Culvert @ Ch.1/890
24.48
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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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Culvert @ Ch.1/890
2.6
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.1/890
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.1/890
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 and technical specification Clauses 614, 709, 1204.3.7
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Culvert @ Ch.1/890
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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Culvert @ Ch.1/890
10.61
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Construction of Pipe culvert @ Ch.0/170
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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 the sides of foundation.
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Ch. 0/170
23.7
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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. 0/170
3.02
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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.
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Ch. 0/170
4.02
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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. (Below Sill)
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Ch. 0/170
6.17
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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. (Above Sill)
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Ch. 0/170
9.98
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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Ch. 0/170
7.5
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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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Ch. 0/170
9.47
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Construction of Pipe culvert @ Ch.1/200 , 1/690
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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 the sides of foundation.
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Ch.1/200 , 1/690
47.4
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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.1/200 , 1/690
6.04
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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.
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Ch.1/200 , 1/690
8.04
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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. (Below Sill)
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Ch.1/200 , 1/690
12.34
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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. (Above Sill)
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Ch. 0/170
19.96
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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Ch.1/200 , 1/690
15
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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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Ch.1/200 , 1/690
18.94
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Construction of Pipe culvert @ Ch.2/484,2/520,2/930
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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 the sides of foundation.
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Ch. .2/484,2/520,2/930
71.1
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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. .2/484,2/520,2/930
9.06
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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.
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Ch. .2/484,2/520,2/930
12.06
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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. (Below Sill)
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Ch. .2/484,2/520,2/930
18.51
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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. (Above Sill)
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Ch. .2/484,2/520,2/930
29.94
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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Ch. .2/484,2/520,2/930
22.5
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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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Ch. .2/484,2/520,2/930
28.41
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Construction of Pipe culvert @ Ch.3/040,3/128,3/595,3/610
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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 the sides of foundation.
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Ch. 3/040,3/128,3/595,3/610
94.8
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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. 3/040,3/128,3/595,3/610
12.08
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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.
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Ch. 3/040,3/128,3/595,3/610
16.08
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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. (Below Sill)
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Ch. 3/040,3/128,3/595,3/610
24.68
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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. (Above Sill)
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Ch. 3/040,3/128,3/595,3/610
39.92
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
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Ch. 3/040,3/128,3/595,3/610
30
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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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Ch. 3/040,3/128,3/595,3/610
37.88
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Construction of Protective work @ Km. 0/487-0/492,0/950-0/958,,3/040-3/358-3/368
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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 the sides of foundation.
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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
99
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
133.8
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
183
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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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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
9.9
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
13.39
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
19.2
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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.
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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
13.2
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
17.84
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
25.6
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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. (Below Sill)
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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
45.91
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
64.09
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
124.65
-
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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. (Above Sill)
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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
58.45
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
100.81
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
163.48
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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, 709,1024.3.7
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Protective works @ Km. 0/487 - 0/497 LHS Protective works @ Km. 0/950 - 0/980 LHS
40
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Protective works @ Km. 2/150 - 2/165 LHS Protective works @ Km. 2/474 - 2/484 LHS Protective works @ Km. 2/657 - 2/680 LHS
48
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Protective works @ Km. 3/040 - 3/080 LHS Protective works @ Km. 3/358 - 3/378 LHS
60
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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5.58
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Dismantling Existing CD works @ Km. , , 1/150, 1/200, 1/690, 1/890, 2/484, 2/520, 2/930, 3/040, 3/28, 3/595, 3/610 , of Hariduvaramangalam Irukarai to Kaviniyakudi Road road
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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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Foundation Concrete @ Ch.,,1/150, 1/200, 1/690, 1/890, 2/484, 2/520, 2/930, 3/040, 3/28, 3/595, 3/610
22.7
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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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Body wall,Parapet wall Concrete@ Ch,,,,,,,,
72.2
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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
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For the First Year from the date of completion of work
4.33
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For the Second Year from the date of cpmpletion of work
4.33
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For the Third Year from the date of completion of work
4.33
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For the Fourth Year from the date of completion of work
4.33
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For the Fifth Year from the date of completion of work
4.33
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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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