Rural Development And Panchayat Raj Department Tender
... More
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 - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Soon20 May 2025
Tender Amount₹ 3,20,99,138
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
... View More
Class I and above.
Bid Capacity
... View More
The formula for available bid capacity is: Assessed Available Bid capacity = (A*N*M - B) Where, A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited M = 2 or such higher figure not exceeding 3 as may be specified B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
... View More
The required prior work experience for the bidder includes having experience in works of a similar nature and size for each of the last five years. The bidder should have completed works of a similar nature and size, with details of works in progress or contractually committed. For technical personnel, a degree holder in civil engineering should have 3 years of experience, a diploma holder in civil engineering should have 3 years of experience, and a lab assistant should have 3 years of experience. The bidder should provide the total monetary value of civil construction works performed for each of the last five years. The value of existing commitments and on-going works should be provided, along with the stipulated period of completion remaining for each of the works listed. The maximum value of civil engineering works executed in any one year during the last five years should be updated to the price level of the last year at the rate of 8 percent a year. For Joint Ventures, the lead partner shall meet not less than 50% of qualification criteria, and each of the remaining partners shall meet not less than 25% of all the qualifying criteria. No specific percentage of similar works completed is mentioned, but the bidder needs to provide information on the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited. The amount of Bid Security required is Rs. 6,54,000/-, which is 2 percent of the estimated value of the works.
Costs
EMD
₹ 6,54,000Document 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
2025_RDTN_140142_1Tender No
TN28134Tender 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
... More
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
-
-
-
... More
Km. 0/0 - 1/0
1391.57
-
-
... More
Km. 1/0 - 2/0
1365.86
-
-
... More
Km. 2/0 - 3/0
1395.24
-
-
... More
Km. 3/0 - 4/0
1394.61
-
-
... More
Km. 4/0 - 4/12
158.45
-
-
... More
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)
-
-
-
... More
Km. 0/0 - 1/0
554.06
-
-
... More
Km. 1/0 - 2/0
543.14
-
-
... More
Km. 2/0 - 3/0
554.06
-
-
... More
Km. 3/0 - 4/0
555.24
-
-
... More
Km. 4/0 - 4/12
67.5
-
-
... More
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).
-
-
-
... More
Km. 0/0 - 1/0
558.93
-
-
... More
Km. 1/0 - 2/0
545.49
-
-
... More
Km. 2/0 - 3/0
555.03
-
-
... More
Km. 3/0 - 4/0
557.8
-
-
... More
Km. 4/0 - 4/12
73.69
-
-
... More
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.
[ZYCOTHERM].
-
-
-
... More
Km. 0/0 - 1/0
186.31
-
-
... More
Km. 1/0 - 2/0
181.82
-
-
... More
Km. 2/0 - 3/0
185.01
-
-
... More
Km. 3/0 - 4/0
185.93
-
-
... More
Km. 4/0 - 4/12
24.57
-
-
... More
Providing and applying Primer Coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
-
-
-
... More
Km. 0/0 - 1/0
3726.25
-
-
... More
Km. 1/0 - 2/0
3636.68
-
-
... More
Km. 2/0 - 3/0
3700.24
-
-
... More
Km. 3/0 - 4/0
3718.66
-
-
... More
Km. 4/0 - 4/12
491.25
-
-
... More
Providing and applying Tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water- soluble Organosilane material (forming water clear solution) : 1 part water (1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)
-
-
-
... More
Km. 0/0 - 1/0
3726.25
-
-
... More
Km. 1/0 - 2/0
3653.18
-
-
... More
Km. 2/0 - 3/0
3700.24
-
-
... More
Km. 3/0 - 4/0
3729.54
-
-
... More
Km. 4/0 - 4/12
491.25
-
-
... More
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 - ZYCOTHERM].
-
-
-
... More
Km. 0/0 - 1/0
3726.25
-
-
... More
Km. 1/0 - 2/0
3653.18
-
-
... More
Km. 2/0 - 3/0
3700.24
-
-
... More
Km. 3/0 - 4/0
3729.54
-
-
... More
Km. 4/0 - 4/12
491.25
-
-
... More
Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete
job, finished work to be measured.
-
-
-
... More
Km. 0/0 - 1/0
3693.75
-
-
... More
Km. 1/0 - 2/0
3621
-
-
... More
Km. 2/0 - 3/0
3693.75
-
-
... More
Km. 3/0 - 4/0
3701.62
-
-
... More
Km. 4/0 - 4/12
450
-
-
... More
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.
-
-
-
... More
Km. 0/0 - 1/0
5.63
-
-
... More
Km. 1/0 - 2/0
5.63
-
-
... More
Km. 2/0 - 3/0
5.63
-
-
... More
Km. 3/0 - 4/0
5.63
-
-
... More
Providing Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
824
-
-
... More
Providing Road Marker/ Road stud with lens Reflector
40
-
-
... More
Providing Name Board
1
-
-
... More
Providing PMGSY Logo Board
4
-
-
... More
Providing Sign Board (1 curve =2Nos)
8
-
-
... More
Providing Chevron Sign Octogan Board (90cm)
2
-
-
... More
Providing 60 cm Circle(Mandatory Sign Baoard)
4
-
-
... More
Providing metal bracket with Type-IX fluorescent prismatic reflector
16
-
-
... More
Providing Citizen Information Board
1
-
-
... More
Providing Maintenance Board
1
-
-
... More
Providing KM Stone
4
-
-
... More
Providing HM Stone
16
-
-
... More
CD Work-1:- Construction of Piped Causeway at Ch 2960 m
-
-
-
... 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.(Removal of Wearing Coat & CC)
112.5
-
-
... More
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.
165.55
-
-
... More
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.
18.37
-
-
... More
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.
31.32
-
-
... More
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.
4.28
-
-
... More
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.
52.2
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 for Culverts on first bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets.
67.5
-
-
... 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.
141.24
-
-
... More
Construction of Gravel/Soil-aggregate Base by providing well Graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB).
10.09
-
-
... More
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)
10.19
-
-
... More
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 (DRY LEAN CONCRETE).
10.29
-
-
... More
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 (Pavement Quality Concrete).
15.63
-
-
... More
Provision of Guard Stones
19
-
-
... More
CD Work-2:- Construction of 1.5 m SPAN RCC Slab culvert at Ch 3500 m
-
-
-
... More
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.
89.87
-
-
... More
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.
7.93
-
-
... More
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.
10.57
-
-
... More
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 Footings as 4% Rate for Centering Works
51.12
-
-
... More
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
29.12
-
-
... More
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.
3.36
-
-
... More
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.
3.31
-
-
... More
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.
0.35
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
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.
9.25
-
-
... More
CD Work-3:- Construction of 3.0 m SPAN RCC Slab culvert at Ch 1950 m
-
-
-
... More
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.
91.61
-
-
... More
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.
8.09
-
-
... More
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.
10.78
-
-
... More
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 Footings as 4% Rate for Centering Works
52.52
-
-
... More
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
34.66
-
-
... More
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.
3.9
-
-
... More
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.
8.1
-
-
... More
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.
0.88
-
-
... More
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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
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.
9.25
-
-
... More
CD Work-4:- Construction of Hard Bed at Ch 400 m
-
-
-
... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
92.78
-
-
... More
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.
8.7
-
-
... More
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.
8.7
-
-
... More
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
40.9
-
-
... More
Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III
8.41
-
-
... More
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)
13.78
-
-
... More
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 (Pavement Quality Concrete).
24.75
-
-
... More
Providing Guard Stones
17
-
-
... More
CD Work-5:- Construction of Wearing Coat with the length of 30m at Ch 1560 m
-
-
-
... 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. (Removal of existing CC)
45
-
-
... More
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 (Pavement Quality Concrete).
49.5
-
-
... More
Providing Guard Stones
32
-
-
... More
Protective Work-1:- Construction of Retaining Wall at Ch 170 - 370 m (LHS)
-
-
-
... More
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.
336
-
-
... More
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.
42
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
42
-
-
... More
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
132
-
-
... More
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 Sub - Structure as 10% Rate for Centering Works
115
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
133
-
-
... More
Protective Work-2:- Construction of Retaining Wall at Ch 720 - 820 m (LHS)
-
-
-
... More
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.
177.6
-
-
... More
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.
22.2
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
22.2
-
-
... More
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
70.8
-
-
... More
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 Sub - Structure as 10% Rate for Centering Works
73.8
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
67
-
-
... More
Protective Work-3:- Construction of Retaining Wall at Ch 1950 - 1960 m (LHS)
-
-
-
... More
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.
16.8
-
-
... More
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.
2.1
-
-
... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
2.1
-
-
... More
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
6.6
-
-
... More
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 Sub - Structure as 10% Rate for Centering Works
5.75
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
7
-
-
... More
Part-B:- Maintenance work
-
-
-
... More
Maintenance Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
-
-
-
... More
For the First Year from the date of completion of work
1
-
-
... More
For the Second Year from the date of cpmpletion of work
1
-
-
... More
For the Third Year from the date of completion of work
1
-
-
... More
For the Fourth Year from the date of completion of work
1
-
-
... More
For the Fifth Year from the date of completion of work
1
-
-
... More
GST Amount for providing Service to the above Government Contract 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
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%