Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC L1 Tenderer |
| 2 | L2₹3.3 Cr+₹8.1 L (2.55%)Rejected-Finance NO 8 NARAYANA SAMY AVENUE KAVARAPALAYAM THIRUNINDRAVUR | KANCHIPURAM | TAMIL NADU | 600069 | ₹3.3 Cr+₹8.1 L (2.55%) | L2 | Rejected-Finance L2 Tenderer |
| 3 | L3₹3.3 Cr+₹13.4 L (4.22%)Rejected-Finance | ₹3.3 Cr+₹13.4 L (4.22%) | L3 | Rejected-Finance L3 Tenderer |
| 4 | L4₹3.9 Cr+₹67.0 L (21.0%)Rejected-Finance | ₹3.9 Cr+₹67.0 L (21.0%) | L4 | Rejected-Finance L4 Tenderer |
| 5 | L5₹3.9 Cr+₹74.0 L (23.2%)Rejected-Finance | ₹3.9 Cr+₹74.0 L (23.2%) | L5 | Rejected-Finance L5 Tenderer |
Tender Value
₹3.2 Cr
EMD Value
₹3.2 L
Closing Date
5 May 2023, 3:00 pmClosed
The Project Director DRDA Chengalpattu
O/o The Project Director DRDA Chengalpattu
Strengthening of Mount- Madipakkam , Vadakupattu road to Medavakkam road via Pushpa nagar Km 0/0-1/800 in Medavakkam village Panchayat in St.Thomas Mount Panchayat Unions of Chengalpattu District Having PKG No.50
2023_RDTN_308871_1
Rc.No.1380.2023.A9 Dated 05.04.2023
Open Tender
Civil Works - Roads
Item Rate
180 days
St thomas Mount
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3.2 L
O/o The Project Director DRDA Chengalpattu
22 Jun 2023
29 Apr 2023
5 May 2023
29 Apr 2023
5 May 2023
29 Apr 2023
2 May 2023
Amount
Earth work Excavation for Foundation of structures upto 3.00m depth as per drawing and technical specification clause 1104 including seting out construction of suring and bracing removal stumps and other deletarious methods dressing of sides and bottoms and back filling with approved material
Construction of stablized Granular Sub Base 300mm depth by using picked meterial obtained from the existing surface by mechanical means and obtained by the quarry with all lips and leads transporting to site spreading grading II required slope and compacted to meat requirement of table 300.2 and with lead upto 1000m as per technical specification clause 303.1
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Using Paver Finisher
Providing and laying prime coat over BT surface using 7 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Provding and laying butuminous 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 finsher to the required grade, level and alignment and rolled to achieve the desired compaction including using shredded plastic wastes at 8% of the weight of bitumen used as per Technial Specification clause 504-75mm thick
Providing and laying tack coat over BT surface using 2.5 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification
Providing and laying Bituminious concrete 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete.
Supplying and fixing of HM stone of size 0.75x0.23x0.10 m including cost and conveyance and all other labour charges etc., complete
Supplying and fixing of KM stone of size 0.75x0.23x0.10 m including cost and conveyance and all other labour charges etc., complete
60 cm Equilateral triangle cautionary signboard
a. 60 cm circle sign board
90 cm Equilateral triangle cautionary signboard
a. 60 cm circle chevron sign board
RCC Slab Culvert-I 1.5 m Span at Ch 1/0
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.
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.
Cement concrete 1 : 4 : 8 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.
Cement concrete 1 : 3 : 6 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.
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
Up to Ground Level
Above to Ground Level
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.
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.
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.
Providing CC Pavement at ch 1/030-1/800
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 stablized Granular Sub Base 300mm depth by using picked meterial obtained from the existing surface by mechanical means and obtained by the quarry with all lips and leads transporting to site spreading grading II required slope and compacted to meat requirement of table 300.2 and with lead upto 1000m as per technical specification clause 303.1
Vibrated cement concrete grade M10 nominal mix 1:3:6 using 40mm ISS HBG metal for CC Pavement .
Construction of Unrainforced dowl 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 1501.2.2M30 (Grade) coarse
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Construction of CC Drain
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.
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.
Cement concrete 1 : 4 : 8 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.
Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
Up to Ground Level
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.
Plastering with cement morter 1:5 12mm Thick
Providing and construction of Speed Breaker using bituminous concrete as per the standard sepcifications
Provision for PVC rumble strips
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
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}
M/s. SBR CONSTRUCTION
M/S. Sri Masilamani Constructions
Senthurmurugan Constructions
raghavaconstruction
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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
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 .