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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹1.9 L (0.91%)Admitted-Finance | ₹2.1 Cr+₹1.9 L (0.91%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D.Anandhan L1 | umayalconstruction L2 |
|---|---|---|---|---|---|
| 1.00 | Avinashi Puliyampatti road to Athikattupalayam via MGR Nagar ,sangam nagar,sathyanagar road | 1 | nos | - | - |
| 2.00 | Clearing light Jungles including all labour charges for burrying and burning etc., complete., | 1 | nos | - | - |
| 3.00 | Km 3/0-6/250 | 3,465.94 | sqm | - | - |
| 4.00 | Scarifying the old metalled surface | 1 | nos | - | - |
| 5.00 | Km 3/0-6/250 | 4,008.12 | cum | - | - |
| 6.00 | Excavation for road works in soil with excavators including cutting loading in tippers trimming bottom side slopes according with requirement of lines and gross section transporting to embankment location as per technical specification | 1 | nos | - | - |
| 7.00 | Km 3/0-4/0 | 194.58 | cum | - | - |
| 8.00 | Km 4/0-5/0 | 226.08 | cum | - | - |
| 9.00 | Km 5/0-6/0 | 251.28 | cum | - | - |
| 10.00 | Km 6/0-6/250 | 14.65 | cum | - | - |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
11 Jun 2020, 3:00 pmClosed
PROJECT DIRECTOR
DRDA,TIRUPPUR
TIRUPPUR DISTRICT PMGSY III 2019-20 AVINASHI BLOCK PKG NO TN 31 130
2020_RDTN_92352_1
TN31168
Open Tender
Civil Works - Roads
Item Rate
270 days
UTHUKULI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4.2 L
Yes
DRDA,TIRUPPUR
7 Apr 2021
13 May 2020
11 Jun 2020
13 May 2020
11 Jun 2020
13 May 2020
28 May 2020
Amount
Avinashi Puliyampatti road to Athikattupalayam via MGR Nagar ,sangam nagar,sathyanagar road
Clearing light Jungles including all labour charges for burrying and burning etc., complete.,
Scarifying the old metalled surface
Excavation for road works in soil with excavators including cutting loading in tippers trimming bottom side slopes according with requirement of lines and gross section transporting to embankment location as per technical specification
Filling with cut earth
Construction of subgrade and earthen shoulder with approved materials obtain from borrow pit as per technical specification-using borrow pit earth
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc., complete Shoulders
wet mix macadam
Applying PRIME COAT over WmM surface at sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete
ApplyingTACK COAT over WBM surface at 0.3kg/sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete
Laying Bituminous macadam for road surface
Providing, laying and rolling of open- graded premix carpet of 20 mm thick composed of 13.2 mm to 5.60 mm aggregates eithe 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, laying SEAL COAT to be followed by seal coat of either Type A or Type B or Type C as per Technical specification Clause 508.
RUMBLE STRIPS
Construction of Retaining wall 4830-4880,4830-4915m
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
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
providing weep holes
providing filter media behind abutement wall
construction of 1.50m span slab culvert ch3738
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 meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications 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 standard specifications 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 standard specifications as directed.,
Cement concrete 1:2:4 mix using 20 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications as directed.,
Cement concrete 1:1.5:3 mix using 20 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications as directed.,
supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening cutting to length
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dressing nd technical specification
providing and fixing tar paper for bearing
providing weep holes
gravel filling behaind abutment wing wall and reurn wall complete as per technical specification
construction of 1.50m span slab culvert ch5552
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 meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications 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 standard specifications 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 standard specifications as directed.,
Cement concrete 1:2:4 mix using 20 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications as directed.,
Cement concrete 1:1.5:3 mix using 20 mm HBG meatl for foundation including watering wherever necessary and laid in layers of not more than 15 cm standard specifications as directed.,
supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening cutting to length
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per dressing nd technical specification
providing and fixing tar paper for bearing
providing weep holes
gravel filling behaind abutment wing wall and reurn wall complete as per technical specification
Construction of hard bed at 4521m
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
construction of embakement by cutting as per technical specification
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.
wet mix macadam
Construction of GSB BY PROVIDING WELL GRADED MATERIALS LAYING IN UNIFORM LAYER AS PER TECHNICAL SPECIFICATION
Cement concrete 1:2.:4 mix using 20 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.
base course M30 Grade concrete
Fixing Maintenance information board
Providing and fixing cautionary ,mandatory and information sign board
Fixing logo board
Fixing citizen information board
90cm Equilateral triangle sign board
60cm circular sign board
chevron signs90cm octagon
Reflector
ordinary KM stone
200m stone
Guard stone
Road marking with hot applied thermo plastic compound
Maintence I -Year
Maintence II-Year
Maintence III-Year
Maintence IV -Year
Maintence 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)
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