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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC L1 Tendered Ms Sri Padma Construction Maraimalai Nagar has quoted 0.00 less estimate rate and 0.72 Less Current rate LOA issued to Ms Sri Padma Construction Maraimalai Nagar L1 Tender |
| 2 | L2₹2.1 Cr+₹16.4 L (8.52%)Rejected-Finance | ₹2.1 Cr+₹16.4 L (8.52%) | L2 | Rejected-Finance quoted 8.52 above estimate rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not Submitted |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
2 Dec 2020, 3:00 pmClosed
Project Director, DRDA
Project Director, DRDA, Chengalpattu
Upgradation of MRL 21 Asthinapuram to Kumizhi Kannivakkam Road Km 0/0 to 3/032 Kattankulathur block Chengalpattum Dist Under Pmgsy Phase III Batch 1 2020 21 Havin Pack TN01148
2020_RDTN_101975_1
TN01148
Open Tender
Civil Works - Roads
Item Rate
270 days
Kattankulathur
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹3.0 L
Yes
Project Director, DRDA, Chengalpattu
19 Feb 2021
26 Oct 2020
2 Dec 2020
26 Oct 2020
2 Dec 2020
26 Oct 2020
4 Nov 2020
Amount
Upgradation the Road from Asthinapuram to Kumizhi Kannivakkam Road Km 0/0 - 3/032
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Scarifying the existing bituminou road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical specificatin clause 301.4.
Construction of embankment with approved materials obtained form borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement 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
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)
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Bituminous Macadam:- 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.
Providing, laying and rolling of Open-Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.75 X 0.25 = 2.81
Providing 1.50m Span Culvert at Km 0/005
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.
Construction of Culvert @ 0/005
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.
Construction of Culvert @ 0/005
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.
Construction of Culvert @ 0/005
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.
Below Sill Level
Construction of Culvert @ 0/005
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.
Above Sill Level
Construction of Culvert @ 0/005
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.
Construction of Culvert @ 0/005
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
Construction of Culvert @ 0/005
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.
Construction of Culvert @ 0/005
Providing Fixing 3mm thick bitumen felt in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 0/005
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of Culvert @ 0/005
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
Construction of Culvert @ 0/005
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.
Construction of Culvert @ 0/005
Providing 1.50m Span Culvert at Km 0/375
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.
Construction of Culvert @ 0/375
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.
Construction of Culvert @ 0/375
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.
Construction of Culvert @ 0/375
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.
Below Sill Level
Construction of Culvert @ 0/375
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.
Above Sill Level
Construction of Culvert @ 0/375
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.
Construction of Culvert @ 0/375
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
Construction of Culvert @ 0/375
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.
Construction of Culvert @ 0/375
Providing Fixing 6mm thick bitumen felt in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 0/375
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of Culvert @ 0/375
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
Construction of Culvert @ 0/375
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.
Construction of Culvert @ 0/375
Providing 1.50m Span Culvert at Km 1/050
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.
Construction of Culvert @ 1/050
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.
Construction of Culvert @ 1/050
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.
Construction of Culvert @ 1/050
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.
Below Sill Level
Construction of Culvert @ 1/050
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.
Above Sill Level
Construction of Culvert @ 1/050
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.
Construction of Culvert @ 1/050
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
Construction of Culvert @ 1/050
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.
Construction of Culvert @ 1/050
Providing Fixing 6mm thick bitumen felt in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 1/050
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of Culvert @ 1/050
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
Construction of Culvert @ 1/050
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.
Construction of Culvert @ 1/050
Providing 3.0m Span Culvert at Km 1/298
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.
Construction of Culvert @ 1/298
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.
Construction of Culvert @ 1/298
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.
Construction of Culvert @ 1/298
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.
Below Sill Level
Construction of Culvert @ 1/298
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.
Above Sill Level
Construction of Culvert @ 1/298
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.
Construction of Culvert @ 1/298
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.
Construction of Culvert @ 1/298
Providing and laying kraft paper barring between deck slab and bed block to the full width of seating
Construction of Culvert @ 1/298
Providing Fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 1/298
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
Construction of Culvert @ 1/298
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
Construction of Culvert @ 1/298
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.
Construction of Culvert @ 1/298
Providing 2.0m Span Culvert at Km 1/670
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.
Construction of Culvert @ 1/670
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.
Construction of Culvert @ 1/670
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.
Construction of Culvert @ 1/670
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.
Below Sill Level
Construction of Culvert @ 1/670
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.
Above Sill Level
Construction of Culvert @ 1/670
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.
Construction of Culvert @ 1/670
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.
Construction of Culvert @ 1/670
Providing and laying kraft paper barring between deck slab and bed block to the full width of seating
Construction of Culvert @ 1/670
Providing Fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 1/670
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
Construction of Culvert @ 1/670
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
Construction of Culvert @ 1/670
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.
Construction of Culvert @ 1/670
Providing 1.50m Span Culvert at Km 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
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.
Below Sill Level
Construction of Culvert @ 2/496 & 2/921
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.
Above Sill Level
Construction of Culvert @ 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
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
Construction of Culvert @ 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
Providing Fixing 6mm thick bitumen felt in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 2/496 & 2/921
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of Culvert @ 2/496 & 2/921
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
Construction of Culvert @ 2/496 & 2/921
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.
Construction of Culvert @ 2/496 & 2/921
Providing 1.50m Span Culvert at Km 3/026
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.
Construction of Culvert @ 3/026
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.
Construction of Culvert @ 3/026
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.
Construction of Culvert @ 3/026
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.
Below Sill Level
Construction of Culvert @ 3/026
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.
Above Sill Level
Construction of Culvert @ 3/026
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.
Construction of Culvert @ 3/026
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
Construction of Culvert @ 3/026
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.
Construction of Culvert @ 3/026
Providing Fixing 6mm thick bitumen felt in expansion joint complete as per drawing and MORD technical Specification
Construction of Culvert @ 3/026
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of Culvert @ 3/026
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
Construction of Culvert @ 3/026
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.
Construction of Culvert @ 3/026
Dsmantling existing CD works @ ch 0/005, 0/375
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202.. Reinforcement cement concrete
Removing all type of Hume pipes and stacking with in a lead of 1000m including earth work and Dismantling of Masnory works as per Technical Specification Clause 202.
Dsmantling existing CD works @ ch 1/050, 1/298, 1/670
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202.. Reinforcement cement concrete
Removing all type of Hume pipes and stacking with in a lead of 1000m including earth work and Dismantling of Masnory works as per Technical Specification Clause 202.
Dsmantling existing CD works @ ch 2/496
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Removing all type of Hume pipes and stacking with in a lead of 1000m including earth work and Dismantling of Masnory works as per Technical Specification Clause 202.
Dsmantling existing CD works @ ch 3/026
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Dismantling of existing structure lke culverts, bridges, retaining walls and other structure comprising of masnory, cement concrete, wood work, steel work includng T& P and scoffolding, whereever necessary , sorting the dismandled material with all lifts and lead of 1000m as per TEchnical specification Clause 202..
Removing all type of Hume pipes and stacking with in a lead of 1000m including earth work and Dismantling of Masnory works as per Technical Specification Clause 202.
Kilometre stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703
i) Ordanary Kilometer Stone (Precast)
ii) HM 200m Stone
iii) Guard Stone
Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
90CM Equilateral Trainagle (Cautinary) Sign Board
60CM Circular (Mandatory) Sign Board
Cureve Chevron Signs 90Cm Octagon (Curves)
Reflector
Providing and Fixing 'Citizen information Board' of PMGSY project
Providing and Fixing 'Logo' of PMGSY project
Providing and Fixing Name Board project
Providing and fixing 'Maintanence information Board' of PMGSY Project
Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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}
LOGANATHA MUDALIAR PUNNIYAKOTI
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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