Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing Date18 Jul 2024
Tender Amount₹ 3,37,93,000
Costs
EMD
₹ 6,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134300_1Bid Award Id
ViewTender No
TN05184Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
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 : 0/000 - 4/600
5505.62
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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
1154.98
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Km. 1/0 - 2/0
1189.77
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Km. 2/0 -3/00
1155.79
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Km. 3/00 - 4/0
1164.28
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Km. 4/0 -4/60
470.15
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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
558.96
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Km. 1/0 - 2/0
562.5
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Km. 2/0 -3/00
558.96
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Km. 3/00 - 4/0
560.87
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Km. 4/0 -4/60
236.25
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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
487.98
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Km. 1/0 - 2/0
476.73
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Km. 2/0 -3/00
486.76
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Km. 3/00 - 4/0
487.84
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Km. 4/0 -4/60
225.21
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NEW TECHNOLOGY [WASTE PLASTIC]
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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.
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Km. 0/0 - 1/0
195.2
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Km. 1/0 - 2/0
190.7
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Km. 2/0 -3/00
194.7
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Km. 3/00 - 4/0
195.13
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Km. 4/0 -4/60
90.09
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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
3903.89
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Km. 1/0 - 2/0
3813.86
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Km. 2/0 -3/00
3893.96
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Km. 3/00 - 4/0
3902.68
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Km. 4/0 -4/60
1801.73
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Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 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
3927.52
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Km. 1/0 - 2/0
3813.86
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Km. 2/0 -3/00
3917.59
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Km. 3/00 - 4/0
3913.56
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Km. 4/0 -4/60
1801.73
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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 [MIX SEAL SURFACING].
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Km. 0/0 - 1/0
3927.52
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Km. 1/0 - 2/0
3813.86
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Km. 2/0 -3/00
3917.59
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Km. 3/00 - 4/0
3913.56
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Km. 4/0 -4/60
1801.73
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Name of Sub Work: Construction of 1.50 mSpan RCC Slab Culvert at Ch 415 , 2943, 3587
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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 : 415 , 2943, 3587
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Removal of Pipes Ch 415
7.5
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Removal of Body wall
1.16
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Removal of Pipes Ch 2943
7.5
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Removal of Body wall
1.16
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Removal of Pipes Ch 3587
7.5
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Removal of Body wall
1.16
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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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1.5 m Culvert @ Ch. 415
91.62
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1.5 m Culvert @ Ch. 2943
91.62
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1.5 m Pipe Culvert @ Ch. 3587
91.62
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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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1.5 m Culvert @ Ch. 415
8.09
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1.5 m Culvert @ Ch. 2943
8.09
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1.5 m Pipe Culvert @ Ch. 3587
8.09
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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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1.5 m Culvert @ Ch. 415
10.78
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1.5 m Culvert @ Ch. 2943
10.78
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1.5 m Pipe Culvert @ Ch. 3587
10.78
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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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1.5 m Culvert @ Ch. 415
52.53
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1.5 m Culvert @ Ch. 2943
52.53
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1.5 m Pipe Culvert @ Ch. 3587
52.53
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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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1.5 m Culvert @ Ch. 415
33.5
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1.5 m Culvert @ Ch. 2943
33.5
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1.5 m Pipe Culvert @ Ch. 3587
33.5
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Cement concrete 1 : 2 : 4 mix using 20mm 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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1.5 m Culvert @ Ch. 415
3.36
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1.5 m Culvert @ Ch. 2943
3.36
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1.5 m Pipe Culvert @ Ch. 3587
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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1.5 m Culvert @ Ch. 415
3.31
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1.5 m Culvert @ Ch. 2943
3.31
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1.5 m Pipe Culvert @ Ch. 3587
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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1.5 m Culvert @ Ch. 425
0.35
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1.5 m Culvert @ Ch. 2943
0.35
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1.5 m Pipe Culvert @ Ch. 3587
0.35
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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1.5 m Culvert @ Ch. 415
15
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1.5 m Culvert @ Ch. 2943
15
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1.5 m Pipe Culvert @ Ch. 3587
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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1.5 m Culvert @ Ch. 415
4.5
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1.5 m Culvert @ Ch. 2943
4.5
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1.5 m Pipe Culvert @ Ch. 3587
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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1.5 m Culvert @ Ch. 415
12
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1.5 m Culvert @ Ch. 2943
12
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1.5 m Pipe Culvert @ Ch. 3587
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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1.5 m Culvert @ Ch. 415
9.25
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1.5 m Culvert @ Ch. 2943
9.25
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1.5 m Pipe Culvert @ Ch. 3587
9.25
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Name of Sub Work: Construction of 2.0 mSpan RCC Slab Culvert at Ch 5 , 2288
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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 : 5,2288
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Removal of Pipes ch 5
15
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Removal of Body wall
2.1
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Removal of Pipes ch 2288
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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2.0 m Culvert @ Ch. 5
91.39
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2.0 m Culvert @ Ch. 2288
91.39
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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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2.0 m Culvert @ Ch. 5
8.07
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2.0 m Culvert @ Ch. 2288
8.07
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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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2.0 m Culvert @ Ch. 5
10.75
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2.0 m Culvert @ Ch. 2288
10.75
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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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2.0 m Culvert @ Ch. 5
52.34
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2.0 m Culvert @ Ch. 2288
52.34
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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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2.0 m Culvert @ Ch. 5
33.75
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2.0 m Culvert @ Ch. 2288
33.75
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Cement concrete 1 : 2 : 4 mix using 20mm 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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2.0 m Culvert @ Ch. 5
3.54
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2.0 m Culvert @ Ch. 2288
3.54
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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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2.0 m Culvert @ Ch. 5
4.68
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2.0 m Culvert @ Ch. 2288
4.68
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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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2.0 m Culvert @ Ch. 5
0.48
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2.0 m Culvert @ Ch. 2288
0.48
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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2.0 m Culvert @ Ch. 5
15
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2.0 m Culvert @ Ch. 2288
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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2.0 m Culvert @ Ch. 5
4.5
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2.0 m Culvert @ Ch. 2288
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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2.0 m Culvert @ Ch. 5
12
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2.0 m Culvert @ Ch. 2288
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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2.0 m Culvert @ Ch. 5
9.25
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2.0 m Culvert @ Ch. 2288
9.25
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Name of Sub Work: Construction of Retaining wall at Ch 920 (20 m) , 1700 (15m) , 2950 (30 m)
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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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Protective work @ Ch. 920 - 940 RHS
19.2
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Protective work @ Ch. 1700 -1715 RHS
14.4
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Protective work @ Ch. 2950 -2980 RHS
28.8
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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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Protective work @ Ch. 920 - 940 RHS
4.8
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Protective work @ Ch. 1700 -1715 RHS
3.6
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Protective work @ Ch. 2950 -2980 RHS
7.2
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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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Protective work @ Ch. 920 - 940 RHS
4.8
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Protective work @ Ch. 1700 -1715 RHS
3.6
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Protective work @ Ch. 2950 -2980 RHS
7.2
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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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Protective work @ Ch. 920 - 940 RHS
15.6
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Protective work @ Ch. 1700 -1715 RHS
11.7
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Protective work @ Ch. 2950 -2980 RHS
23.4
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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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Protective work @ Ch. 920 - 940 RHS
20.25
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Protective work @ Ch. 1700 -1715 RHS
15.19
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Protective work @ Ch. 2950 -2980 RHS
30.38
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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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-
Protective work @ Ch. 920 - 940 RHS
13
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Protective work @ Ch. 1700 -1715 RHS
10
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Protective work @ Ch. 2950 -2980 RHS
20
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Name of Sub Work: Construction of , 180 , , m CC Pavement at Ch 4420 -4600
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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.
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CC.Pavement @ Ch .4420 -4600
108
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Construction of Cell Fill Compacted Concrete Pavement over prepared sub base with coarse and fine aggregates conforming to IS : 383 , the size of coarse aggregates not exceeding 25 mm minimum cement concrete of 375 Kg per cum , mixing in concrete mixer at optimum mosture content , transporting to site , laying with wheel barrows steel pans or with mechanical paver , compacting with plate vibrator ,to achieve the disigned flexural strength , finishing and curing as per technical specification
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CC.Pavement @ Ch .4420 -4600
129.6
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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
2.25
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Km. 1/0 - 2/0
2.81
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Km. 2/0 -3/00
5.06
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Km. 3/00 - 4/0
3.94
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Km. 4/0 -4/60
1.13
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
620
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Provision for Road Marker/ Road stud with lens Reflector
270
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Provision for Name Board
1
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-
Provision for PMGSY Logo Board
4
-
-
Provision for Sign Board (1 curve =2Nos)
54
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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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Metal Bracketted with IX prismatic reflective sheet
20
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Provision for Citizen Information Board
1
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Provision for Maintenance Board
1
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-
Provision for KM Stone
4
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-
Provision for HM Stone
19
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Name of Work : Upgradation of MRL 09 -A.V.Road to Jayanaiyakkanpatty Road Km. 0/000 -4/600
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Towards the charges for routine maintenance of the road work executed under Bharat Nirman 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 second six months from the date of completion of work
4.6
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For the second year from the date of completion of work
4.6
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For the third year from the date of completion of work
4.6
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For the fourth year from the date of completion of work
4.6
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For the fifth year from the date of completion of work
4.6
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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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