Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹1.5 L (0.44%)Admitted-Finance | ₹3.3 Cr+₹1.5 L (0.44%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V. JEGADEESSAN L2 | C.Semalaiappan-CS constrction Co L1 |
|---|---|---|---|---|---|
| 1.00 | Improvement to the road from Cheyur to Panapalayam via Nambiyampalayam Km 7/0-10/930 | 1 | nos | - | - |
| 2.00 | Clearing light Jungles including all labour charges for burrying and burning etc., complete., | 4,225.61 | sqm | 10 ₹42,256.08 | 9.8 ₹41,410.96 Lowest |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.4 | 4,890.75 | sqm | 14 ₹68,470.5 | 12.69 ₹62,063.62 Lowest |
| 4.00 | Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 5.00 | Km 7/0-8/0 | 568.35 | cum | 280 ₹1,59,138 | 273 ₹1,55,159.55 Lowest |
| 6.00 | Km 8/0-9/0 | 589.35 | cum | 280 ₹1,65,018 | 276.38 ₹1,62,884.55 Lowest |
| 7.00 | Km 9/0-10/0 | 615.5 | cum | 285 ₹1,75,417.5 | 279.75 ₹1,72,186.11 Lowest |
| 8.00 | Km 10/0-10/930 | 542.25 | cum | 285 ₹1,54,541.25 | 283.12 ₹1,53,521.82 Lowest |
| 9.00 | Excavation For Road work in soil with Hydraulic Excavator of 0.9 cum Bucket Capacity including cutting and loading in tippers, trimming bottom and side slopes ,in accordance with requirements of line grades and cross section and transporting to the embankment location with a lift upto 1.5 m | 1 | cum | - | - |
| 10.00 | Km 7/0-8/0 | 432.05 | cum | 46 ₹19,874.44 | 45.32 ₹19,580.64 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
26 Nov 2020, 3:00 pmClosed
PROJECT DIRECTOR
DRDA,TIRUPPUR.
Cheyur to Panappalayam via Nambiyampalayam km 7/0-10/930
2020_RDTN_101483_1
TN31131
Open Tender
Civil Works - Roads
Item Rate
270 days
AVINASHI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6.7 L
Yes
DRDA,TIRUPPUR.
18 Feb 2021
23 Oct 2020
26 Nov 2020
23 Oct 2020
26 Nov 2020
23 Oct 2020
5 Nov 2020
Amount
Improvement to the road from Cheyur to Panapalayam via Nambiyampalayam Km 7/0-10/930
Clearing light Jungles including all labour charges for burrying and burning etc., complete.,
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.4
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Excavation For Road work in soil with Hydraulic Excavator of 0.9 cum Bucket Capacity including cutting and loading in tippers, trimming bottom and side slopes ,in accordance with requirements of line grades and cross section and transporting to the embankment location with a lift upto 1.5 m
Construction of embankment using tractor with grader 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 (Filling with Cut Earth)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Using Borrow pit Earth)
Construction of embankment with approved material Deposited at site from roadway Cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of tables 300.1 & 300.2 ( Gravel Shoulder )
Construction of granular sub base by providing well graded material spreading in form layers with motor grader on prepared surface, mixin by mix in place method with rotavator at omc and compactiong with three wheel 80-100 kn static roller
Providing , Laying , Spreading and Compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in Meachanical mixer ( Pug mill),Carriage of mixed material by tipper to site . Laying in uniform layers in sub - base course on a well prepared sub - base and compacting with smoth wheel roller of 80 to 100kn weight to achieve the desired densiy including lighting , barricading and maintenance of diversion, etc as per tables
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 mecahnical means as per Technical specification clause 502.
Providing and laying bituminous macadam with hot mix plant using crushed of grading and sealing the voids in a bituminous surface laid to the sepcified levels, grade and cross fall using Type A, Type B and Type C as per Technical specification clause 510
Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
Provision of 15 nos. 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.
Construction of 1.5m span slab culvert at chainage 7796
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 unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL
Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
providing and fixing 20mm thick compressible fibre board
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
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 specifiaction cluses 614,709,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Construction of 1.5m span slab culvert at chainage 8145
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 unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL
Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
providing and fixing 20mm thick compressible fibre board
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
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 specifiaction cluses 614,709,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Construction of 1.5m span slab culvert at chainage 8502
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL
Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
providing and fixing 20mm thick compressible fibre board
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
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 specifiaction cluses 614,709,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Construction of 1.5m span slab culvert at chainage 8773
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL
Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
providing and fixing 20mm thick compressible fibre board
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
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 specifiaction cluses 614,709,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Construction of 1.5m span slab culvert at chainage 9127
Earthwork 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
Supplying and filling foundation and basement with filling sand in layers not more than 15 cm thick well rammed , wateed and compacted complete complying with satndard specifications and as directed.
Cement concrete 1:2.5: 5 mix using 40 mm HBG metal for foundation including watering wherever necessary and laind in layes of not more than 15 cm thick compacting etc., complete complying with standard specifications and as directed.
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., BELOW SILL LEVEL
Cement concrete 1:2:4 mix using 40 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick, compacting etc., complete complying with satndard specifications and as directed., ABOVE SILL LEVEL
Cement concrete 1:2:4 using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15 cm thick., compacting etc., complete complying with standard specifications and as directed.
Cment concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of reinforcement and fabricating charges , centering and shuttering but including curing and shall be finished smooth with CM 1:3 , 12 mm thick and with kraft paper without claiming as extra as directed by the departmental officers complete complying with standard specifications.
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 standard specification( mS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate). the binding wire shall supplied by the contractor.
providing and fixing 20mm thick compressible fibre board
Providing and fixing Tar Paper for bearing Between Bed block and deck slab
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 specifiaction cluses 614,709,1204.3.7
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete complying with satndard specification and as directed by the departmental officer.
Poviding and fixing logo board
Providing and fixing sign board
90cm Eqilateral triangle(Cautionary sign Board)
60cm Circular(Mandatory)Sign board
Chevron signs 90cm
Reflector
Road Making with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface
Providing and fixing Citozen information board
Providing and fixing Name board
Providing and fixing maintanance board
Provision for Km stone
Ordinary Km stone(Precast)
200m stone(precast)
Guard Stone(precast)
Maintenanace I year
Maintenanace II year
Maintenanace III year
Maintenanace IV year
Maintenanace V year
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
V. JEGADEESSAN
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.67 MB
BOQ_168700.xls
BOQ • 0.34 MB
Tb131.pdf
Tender Documents • 1.91 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .