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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.1 L (0.69%)Admitted-Finance | ₹1.6 Cr+₹1.1 L (0.69%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | umayalconstruction L1 | D.Anandhan L2 |
|---|---|---|---|---|---|
| 1.00 | Name of Work: Upgradation the road from Velampalayam to Kalivelampatty km 0/0-2/150 | 1 | nos | - | - |
| 2.00 | Clearing light Jungles including all labour charges for burrying and burning etc., complete., | 2,322 | sqm | - | - |
| 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 | 2,687.5 | sqm | - | - |
| 4.00 | Construction of subgrade for 300 mm depth by using picked materila obtained from existing surface by mechanical neans and then adding 50 % of deficit materials by using carted earth obtained from borrow pits with all lifts and leads | 1 | nos | - | - |
| 5.00 | km 0/0-1/0 | 583.95 | cum | - | - |
| 6.00 | km 1/0-2/0 | 537.15 | cum | - | - |
| 7.00 | km 2/0-2/150 | 78.75 | cum | - | - |
| 8.00 | Excavation for roadwork in soil with hydraulic excavator of 0.90 bucket capacity including cutting and loading in tippers , trimming bottom and side slopes in accordance with requirements of lines , grades and cross section, and transporting to the embankment loaction with a lift upto 1.50 m and kead upto 1000 m as per technical specification | 545.5 | cum | - | - |
| 9.00 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and completed to meet reguirment to table 300.2 with lead upto 1000m as per technical specification clause 303.1 (Filling of cut Earth) | 545.5 | cum | - | - |
| 10.00 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and completed to meet reguirment to table 300.2 with lead upto 1000m as per technical specification clause 303.1 (using borrow pit earth) | 3,954.19 | cum | - | - |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
11 Jun 2020, 3:00 pmClosed
PROJECT DIRECTOR
DRDA,TIRUPPUR
TIRUPPUR DISTRICT PMGSY III 2019-20 PALLADAM BLOCK PKG NO TN 31 150
2020_RDTN_92395_1
TN31150
Open Tender
Civil Works - Roads
Item Rate
270 days
PALLADAM
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹3.2 L
Yes
DRDA,TIRUPPUR
7 Apr 2021
14 May 2020
11 Jun 2020
14 May 2020
11 Jun 2020
14 May 2020
28 May 2020
Amount
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 300 mm depth by using picked materila obtained from existing surface by mechanical neans and then adding 50 % of deficit materials by using carted earth obtained from borrow pits with all lifts and leads
Excavation for roadwork in soil with hydraulic excavator of 0.90 bucket capacity including cutting and loading in tippers , trimming bottom and side slopes in accordance with requirements of lines , grades and cross section, and transporting to the embankment loaction with a lift upto 1.50 m and kead upto 1000 m as per technical specification
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and completed to meet reguirment to table 300.2 with lead upto 1000m as per technical specification clause 303.1 (Filling of cut Earth)
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and completed to meet reguirment to table 300.2 with lead upto 1000m as per technical specification clause 303.1 (using borrow pit earth)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 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 301.50 (Gravel shoulder)
Construction of granular sub - 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 , compacting with three wheel 80-100 KN static roller capacity to acheive the desired density , complete as per technical spec cl 402 (Grading III)
Providing, laying spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the materilal with water at OMC in mechanical 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 acheive 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 mecahnical means as per Technical specification clause 502.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface teated with primer cleaned with Hydraulic broom as per technical specification clause 503
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 lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to acheive the desired compaction as per Technical specification cl 504.
Providing and laying bituminous 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 toatl mix and filler
Provision of 15 nos , rumble strips covered with premix bituminous carpet , 15-20 mm high at centre, 250 mm wide placed at 1m centre to centre at approved locations to control speed , marked with white strips of road marking point.
Poviding and fixing Name board
Providing and fixingLogo board
Providing and fixing Citizen information board
Providing and fixing Maintenance board
Providing and fixing of Retro Refelcted cautionary , Mandatory Signs and defnition plate made out of High intensity Grade Prismatic sheeting as per clause 6.9 of IRC 67-2010, spec MORT No 801
90 cm Equilateral triangle cautionary sign board
60 cm Circular (Mandatory ) Sign board
Chevron signs 90 cm Octagon curves
Reflector
Provision for Km stone
Provision for HM stones
Provision for Guard stones
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)
D.Anandhan
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