Rural Development And Panchayat Raj Department Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Rural Development And Panchayat Raj Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing Date18 Jul 2024
Tender Amount₹ 2,56,82,000
Costs
EMD
₹ 5,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RDTN_134302_1Bid Award Id
ViewTender No
TN05182Tender 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
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.
-
-
-
Km : 0/000 - 4/370
5381.87
-
-
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
-
-
-
Km. 0/0 - 1/0
1048.65
-
-
Km. 1/0 - 2/0
1134.24
-
-
Km. 2/0 - 3/00
1124.4
-
-
Km. 3/00 - 4/00
1127.17
-
-
Km. 4/00 - 4/370
387.85
-
-
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)
-
-
-
Km. 0/0 - 1/0
532.74
-
-
Km. 1/0 - 2/0
562.5
-
-
Km. 2/0 - 3/00
559.24
-
-
Km. 3/00 - 4/00
560.87
-
-
Km. 4/00 - 4/370
206.5
-
-
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).
-
-
-
Km. 0/0 - 1/0
561.84
-
-
Km. 1/0 - 2/0
569.62
-
-
Km. 2/0 - 3/00
561.75
-
-
Km. 3/00 - 4/00
567.39
-
-
Km. 4/00 - 4/370
232.81
-
-
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
-
-
-
Km. 0/0 - 1/0
3745.56
-
-
Km. 1/0 - 2/0
3797.52
-
-
Km. 2/0 - 3/00
3745.01
-
-
Km. 3/00 - 4/00
3782.57
-
-
Km. 4/00 - 4/370
1552
-
-
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).
-
-
-
Km. 0/0 - 1/0
3756.44
-
-
Km. 1/0 - 2/0
3797.52
-
-
Km. 2/0 - 3/00
3766.76
-
-
Km. 3/00 - 4/00
3793.45
-
-
Km. 4/00 - 4/370
1562.88
-
-
NEW TECHNOLOGY [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 [MIX SEAL SURFACING USING WASTE PLASTIC].
-
-
-
Km. 0/0 - 1/0
3756.44
-
-
Km. 1/0 - 2/0
3797.52
-
-
Km. 2/0 - 3/00
3766.76
-
-
Km. 3/00 - 4/00
3793.45
-
-
Km. 4/00 - 4/370
1562.88
-
-
Name of Sub Work: Construction of 1.5 m SPAN RCC Slab culvert at Ch 600 , 2420 , 3470
-
-
-
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.
-
-
-
Pipe culvert at : 600
-
-
-
Removal of Pipes
7.5
-
-
Removal of Body wall
1.16
-
-
Pipe culvert at : 2420
-
-
-
Removal of Pipes
7.5
-
-
Removal of Body wall
1.16
-
-
Pipe culvert at : 3470
-
-
-
Removal of Pipes
7.5
-
-
Removal of Body wall
1.16
-
-
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.
-
-
-
1.5m Culvert @ Ch. 600
89.87
-
-
1.5m Culvert @ Ch. 2420
89.87
-
-
1.5m Culvert @ Ch. 3470
89.87
-
-
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.
-
-
-
1.5m Culvert @ Ch. 600
7.93
-
-
1.5m Culvert @ Ch. 2420
7.93
-
-
1.5m Culvert @ Ch. 3470
7.93
-
-
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.
-
-
-
1.5m Culvert @ Ch. 600
10.57
-
-
1.5m Culvert @ Ch. 2420
10.57
-
-
1.5m Culvert @ Ch. 3470
10.57
-
-
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
-
-
-
1.5m Culvert @ Ch. 600
51.12
-
-
1.5m Culvert @ Ch. 2420
51.12
-
-
1.5m Culvert @ Ch. 3470
51.12
-
-
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
-
-
-
1.5m Culvert @ Ch. 600
29.12
-
-
1.5m Culvert @ Ch. 2420
29.12
-
-
1.5m Culvert @ Ch. 3470
29.12
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
1.5m Culvert @ Ch. 600
3.36
-
-
1.5m Culvert @ Ch. 2420
3.36
-
-
1.5m Culvert @ Ch. 3470
3.36
-
-
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.
-
-
-
1.5m Culvert @ Ch. 600
3.31
-
-
1.5m Culvert @ Ch. 2420
3.31
-
-
1.5m Culvert @ Ch. 3470
3.31
-
-
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.
-
-
-
1.5m Culvert @ Ch. 600
0.35
-
-
1.5m Culvert @ Ch. 2420
0.35
-
-
1.5m Culvert @ Ch. 3470
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
1.5m Culvert @ Ch. 600
15
-
-
1.5m Culvert @ Ch. 2420
15
-
-
1.5m Culvert @ Ch. 3470
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
1.5m Culvert @ Ch. 600
4.5
-
-
1.5m Culvert @ Ch. 2420
4.5
-
-
1.5m Culvert @ Ch. 3470
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
1.5m Culvert @ Ch. 600
12
-
-
1.5m Culvert @ Ch. 2420
12
-
-
1.5m Culvert @ Ch. 3470
12
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
1.5m Culvert @ Ch. 600
9.25
-
-
1.5m Culvert @ Ch. 2420
9.25
-
-
1.5m Culvert @ Ch. 3470
9.25
-
-
Name of Sub Work: Construction of 1.5 m SPAN RCC Slab culvert at Ch 4335
-
-
-
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.
-
-
-
Cut stone slab culvert at : 4335
-
-
-
Removal of Pipes
15
-
-
Removal of Body wall
2.1
-
-
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.
-
-
-
1.5m Culvert @ Ch. 4335
91.62
-
-
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.
-
-
-
1.5m Culvert @ Ch. 4335
8.09
-
-
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.
-
-
-
1.5m Culvert @ Ch. 4335
10.78
-
-
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
-
-
-
1.5m Culvert @ Ch. 4335
52.53
-
-
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
-
-
-
1.5m Culvert @ Ch. 4335
33.5
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
1.5m Culvert @ Ch. 4335
3.36
-
-
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.
-
-
-
1.5m Culvert @ Ch. 4335
3.31
-
-
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.
-
-
-
1.5m Culvert @ Ch. 4335
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
1.5m Culvert @ Ch. 4335
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
1.5m Culvert @ Ch. 4335
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
1.5m Culvert @ Ch. 4335
12
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
1.5m Culvert @ Ch. 4335
9.25
-
-
Name of Sub Work: Construction of 1.5 m SPAN RCC Slab culvert at Ch 2060
-
-
-
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.
-
-
-
1.5m Culvert @ Ch. 2060
88.68
-
-
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.
-
-
-
1.5m Culvert @ Ch. 2060
7.82
-
-
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.
-
-
-
1.5m Culvert @ Ch. 2060
10.43
-
-
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
-
-
-
1.5m Culvert @ Ch. 2060
50.15
-
-
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
-
-
-
1.5m Culvert @ Ch. 2060
26.29
-
-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
-
-
-
1.5m Culvert @ Ch. 2060
3.36
-
-
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.
-
-
-
1.5m Culvert @ Ch. 2060
3.31
-
-
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.
-
-
-
1.5m Culvert @ Ch. 2060
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
1.5m Culvert @ Ch. 2060
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
1.5m Culvert @ Ch. 2060
4.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
1.5m Culvert @ Ch. 2060
12
-
-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
-
-
-
1.5m Culvert @ Ch. 2060
9.25
-
-
Name of Sub Work: Construction of Protective wall at Ch 2050 - 2060 BS , 2070 - 2080 BS , 3440 - 3460 BS , 3480 - 3500 BS
-
-
-
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.
-
-
-
Protective wall at Ch 2050 - 2060 BS
19.2
-
-
Protective wall at Ch 2070 - 2080 BS
19.2
-
-
Protective wall at Ch 3440 - 3460 BS
38.4
-
-
Protective wall at Ch 3480 - 3500 BS
38.4
-
-
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.
-
-
-
Protective wall at Ch 2050 - 2060 BS
4.8
-
-
Protective wall at Ch 2070 - 2080 BS
4.8
-
-
Protective wall at Ch 3440 - 3460 BS
9.6
-
-
Protective wall at Ch 3480 - 3500 BS
9.6
-
-
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.
-
-
-
Protective wall at Ch 2050 - 2060 BS
4.8
-
-
Protective wall at Ch 2070 - 2080 BS
4.8
-
-
Protective wall at Ch 3440 - 3460 BS
9.6
-
-
Protective wall at Ch 3480 - 3500 BS
9.6
-
-
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
-
-
-
Protective wall at Ch 2050 - 2060 BS
15.6
-
-
Protective wall at Ch 2070 - 2080 BS
15.6
-
-
Protective wall at Ch 3440 - 3460 BS
31.2
-
-
Protective wall at Ch 3480 - 3500 BS
31.2
-
-
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
-
-
-
Protective wall at Ch 2050 - 2060 BS
20.25
-
-
Protective wall at Ch 2070 - 2080 BS
20.25
-
-
Protective wall at Ch 3440 - 3460 BS
40.5
-
-
Protective wall at Ch 3480 - 3500 BS
40.5
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
-
-
-
Protective wall at Ch 2050 - 2060 BS
13
-
-
Protective wall at Ch 2070 - 2080 BS
13
-
-
Protective wall at Ch 3440 - 3460 BS
27
-
-
Protective wall at Ch 3480 - 3500 BS
27
-
-
Name of Sub Work: Construction of Wearing coat with Length of 50 at Ch 330
-
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
-
-
-
Wearing coat @ Ch. 330
63.75
-
-
Supply and fixing of Guard Stones in placing of proper position including all cost and conveyance of all materials and all labour charges etc complete
-
-
-
Wearing coat @ Ch. 330
52
-
-
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.
-
-
-
Km. 0/0 - 1/0
2.25
-
-
Km. 1/0 - 2/0
1.69
-
-
Km. 2/0 - 3/00
0.56
-
-
Km. 3/00 - 4/00
1.13
-
-
Km. 4/00 - 4/370
0.56
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
874
-
-
Provision for Road Marker/ Road stud with lens Reflector
110
-
-
Provision for Name Board
1
-
-
Provision for PMGSY Logo Board
4
-
-
Provision for Sign Board (1 curve =2Nos)
22
-
-
Provision for Chevron Sign Octogan Board (90cm)
2
-
-
Provision for 60 cm Circle(Mandatory Sign Baoard)
4
-
-
Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
24
-
-
Provision for Citizen Information Board
1
-
-
Provision for Maintenance Board
1
-
-
Provision for KM Stone
4
-
-
Provision for HM Stone
18
-
-
Name of Work : Upgradation of MRL-10 Soolapuram to Ponnampatty ( via ) Notchipatty Km 0/0 - 4/370
-
-
-
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.
-
-
-
For the second six months from the date of completion of work
4.37
-
-
For the second year from the date of completion of work
4.37
-
-
For the third year from the date of completion of work
4.37
-
-
For the fourth year from the date of completion of work
4.37
-
-
For the fifth year from the date of completion of work
4.37
-
-
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
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements