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 Date2 Sep 2024
Closing Date18 Sep 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_136176_1Bid Award Id
ViewTender No
TN05183Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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 - 3/140
3882.94
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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
1150.53
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Km. 1/0 - 2/0
1180.66
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Km. 2/0 -3/00
1180.98
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Km. 3/00 - 3/140
154.63
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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
557.61
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Km. 1/0 - 2/0
557.55
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Km. 2/0 -3/00
555.33
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Km. 3/00 - 3/140
76.84
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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 - 0/1
61.61
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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
190.6
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Km. 1/0 - 2/0
188.94
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Km. 2/0 -3/00
187.61
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Km. 3/00 - 3/140
27.05
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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
3811.91
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Km. 1/0 - 2/0
3778.91
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Km. 2/0 -3/00
3752.18
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Km. 3/00 - 3/140
540.96
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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
3844.54
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Km. 1/0 - 2/0
3811.91
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Km. 2/0 -3/00
3799.99
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Km. 3/00 - 3/140
553.71
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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
3844.54
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Km. 1/0 - 2/0
3811.91
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Km. 2/0 -3/00
3799.99
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Km. 3/00 - 3/140
553.71
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NEW TECHNOLOGY [RBI]
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Providing, Laying and Spreading Base Course on a prepared surface, including mixing of 50% 22.4 mm Down Aggregate, 50% Stone Dust and 2.5% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403.
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Km. 0/1 - 1/0
340.13
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Km. 1/0 - 2/0
377.89
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Km. 2/0 -3/00
375.22
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Km. 3/00 - 3/140
54.09
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Name of Sub Work: Construction of 1.50 mSpan RCC Slab Culvert at Ch 372
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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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Cut Stone Slab at : 372
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Removal of Deck, Abutment & Wings
8.89
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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. 372
110.32
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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. 372
9.74
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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. 372
12.98
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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. 372
64
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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. 372
40.62
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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. 372
4.48
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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. 372
4.41
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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. 372
0.47
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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. 372
20
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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. 372
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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1.5 m Culvert @ Ch. 372
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. 372
12.7
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Name of Sub Work: Construction of 1.50 mSpan RCC Slab Culvert at Ch 558,711
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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 : Ch 558,711
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Removal of Pipes Ch 558
7.5
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Removal of Body wall
1.16
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Removal of Pipes Ch 711
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.558
89.87
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1.5 m Culvert @ Ch.711
89.87
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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.558
7.93
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1.5 m Culvert @ Ch.711
7.93
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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.558
10.57
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1.5 m Culvert @ Ch.711
10.57
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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.558
51.12
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1.5 m Culvert @ Ch.711
51.12
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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.558
29.12
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1.5 m Culvert @ Ch.711
29.12
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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.558
3.36
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1.5 m Culvert @ Ch.711
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.558
3.31
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1.5 m Culvert @ Ch.711
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.558
0.35
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1.5 m Culvert @ Ch.711
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.558
15
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1.5 m Culvert @ Ch.711
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.558
4.5
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1.5 m Culvert @ Ch.711
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.558
12
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1.5 m Culvert @ Ch.711
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.558
9.25
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1.5 m Culvert @ Ch.711
9.25
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Name of Sub Work: Construction of 2.0 mSpan RCC Slab Culvert at Ch 3126
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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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Slab culvert at : 3126
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Removal of Deck
3.6
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Removal of Abutment & Wings
12.75
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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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
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.3126
9.25
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Name of Sub Work: Construction of 3.0 0 mSpan RCC Slab Culvert at Ch 1140
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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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Slab culvert at : 1140
-
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Removal of Deck
6.75
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Removal of Abutment & Wings
12.75
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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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3.0 m Culvert @ Ch. 1140
91.61
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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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3.0 m Culvert @ Ch. 1140
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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3.0 m Culvert @ Ch. 1140
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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3.0 m Culvert @ Ch. 1140
52.52
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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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3.0 m Culvert @ Ch. 1140
34.66
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-
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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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-
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3.0 m Culvert @ Ch. 1140
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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... More
3.0 m Culvert @ Ch. 1140
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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... More
3.0 m Culvert @ Ch. 1140
0.88
-
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... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
... More
3.0 m Culvert @ Ch. 1140
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
3.0 m Culvert @ Ch. 1140
4.5
-
-
... More
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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-
-
... More
3.0 m Culvert @ Ch. 1140
12
-
-
... More
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.
-
-
-
... More
3.0 m Culvert @ Ch. 1140
9.25
-
-
... More
Name of Sub Work: Construction of 3.0 0 mSpan RCC Slab Culvert at Ch 1560
-
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... More
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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-
-
... More
Slab culvert at : 1560
-
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Removal of Deck
6.75
-
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... More
Removal of Abutment & Wings
19.13
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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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3.0 m Culvert @ Ch. 1560
91.61
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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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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
52.52
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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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3.0 m Culvert @ Ch. 1560
34.66
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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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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
0.88
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
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3.0 m Culvert @ Ch. 1560
15
-
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
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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3.0 m Culvert @ Ch. 1560
9.25
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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
1.69
-
-
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Km. 2/0 -3/00
1.69
-
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Km. 3/00 - 3/140
1.13
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
538
-
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Provision for Road Marker/ Road stud with lens Reflector
120
-
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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)
24
-
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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
28
-
-
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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
3
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-
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Provision for HM Stone
12
-
-
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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
3.14
-
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For the second year from the date of completion of work
3.14
-
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For the third year from the date of completion of work
3.14
-
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For the fourth year from the date of completion of work
3.14
-
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For the fifth year from the date of completion of work
3.14
-
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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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