Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹65,771.77 (0.56%)Admitted-Finance | ₹1.2 Cr+₹65,771.77 (0.56%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M ABDUL MUTHLIF L1 | C THIRUMOORTHI L2 |
|---|---|---|---|---|---|
| 1.00Name of Work : Strengthening of road from Trichunai road to Sekkadipatti road Km 0/0 -1/0 (R-63) | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 2,160 | cum | 4.7 ₹10,152 Lowest | 5 ₹10,800 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,250 | cum | 17.15 ₹21,437.5 Lowest | 25 ₹31,250 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 650 | cum | 102.9 ₹66,885 Lowest | 102.9 ₹66,885 Lowest |
| 5.00Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms. | |||||
| 6.00 | KM 0/0-1/000 | 180 | cum | 707.21 ₹1,27,297.8 Lowest | 707.21 ₹1,27,297.8 Lowest |
| 7.00 | 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 250mm 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. | 563.35 | cum | 2,161.4 ₹12,17,624.69 Lowest | 2,161.4 ₹12,17,624.69 Lowest |
| 8.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 3,755.63 | cum | 67.36 ₹2,52,979.24 Lowest | 67.36 ₹2,52,979.24 Lowest |
| 9.00 | Providing and Laying 50mm Consolidated thick Bituminous Macadam using .20 cum to 26.50 -13.20mm 0.43 cum of 13.20 2.36mm and o.08 cum of 2.36mm &below size IRCMetal with 37Kgs of VG30/VG40 bitumen for premixing per sqmm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central hot mix plant 20-30 ton capacity conveyaing the mix by machanical paver to the specified grades and crosss sections and consoildated by 8-10 tonne vibratory /Pneumatic Roller to the required density etc including labour for attending to Paver to site etc including hire charges and fuel charges to 20-30 CMP with bitumen boiler tipper trucks paver finisher /9m paver finisher vibratory/pneumatic roller and all other tools and plant required specification using CMP as per Clause 504 | 187.78 | Cum | 8,192.43 ₹15,38,374.51 Lowest | 8,192.43 ₹15,38,374.51 Lowest |
| 10.00 | Providing and laying Premix Carpet with 20mm thick using Bi tuminous concrete with 30mm thick using .13cum of 19.00 9.50mm .17 cum of 9.50 - 2.36 and .26 of 2.36 mm and below and with 50.30kgs of VG30 bitumen for Premixing the bitumen and aggregate to required temperture and mixing the required temperature in Central hot mix plant 20-30 tonne capacity conveyaing the mix by tipper trucks to work site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete . | 3,755.63 | Sqm | 233.4 ₹8,76,564.04 Lowest | 233.4 ₹8,76,564.04 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
31 Mar 2022, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
0/0 JOINT DIRECTOR/PROJECT DIRECTOR DRDA MADURAI COLLECTORATE MADURAI -625020
Madurai district upgradation of 3 nosof roads in kottampatti block under Tnrris(2021-22)Horizontal distribution Package no 04
2022_RDTN_226593_1
DIPR/1041/TENDER/2022/Kott04
Open Tender
Civil Works
Item Rate
180 days
Kottampatti
ReferTender document
4 documents required · 4 mandatory
₹0
₹1.2 L
0/0 JOINT DIRECTOR/PROJECT DIRECTOR DRDA MADURAI
15 Jun 2022
22 Mar 2022
31 Mar 2022
23 Mar 2022
31 Mar 2022
25 Mar 2022
24 Mar 2022
Amount
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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 250mm 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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and Laying 50mm Consolidated thick Bituminous Macadam using .20 cum to 26.50 -13.20mm 0.43 cum of 13.20 2.36mm and o.08 cum of 2.36mm &below size IRCMetal with 37Kgs of VG30/VG40 bitumen for premixing per sqmm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central hot mix plant 20-30 ton capacity conveyaing the mix by machanical paver to the specified grades and crosss sections and consoildated by 8-10 tonne vibratory /Pneumatic Roller to the required density etc including labour for attending to Paver to site etc including hire charges and fuel charges to 20-30 CMP with bitumen boiler tipper trucks paver finisher /9m paver finisher vibratory/pneumatic roller and all other tools and plant required specification using CMP as per Clause 504
Providing and laying Premix Carpet with 20mm thick using Bi tuminous concrete with 30mm thick using .13cum of 19.00 9.50mm .17 cum of 9.50 - 2.36 and .26 of 2.36 mm and below and with 50.30kgs of VG30 bitumen for Premixing the bitumen and aggregate to required temperture and mixing the required temperature in Central hot mix plant 20-30 tonne capacity conveyaing the mix by tipper trucks to work site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete .
Provision for HM Stone
Provision for HM Stone
Provision for Sign Board
Provision for Name Board
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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 250mm 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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and Laying 50mm Consolidated thick Bituminous Macadam using .20 cum to 26.50 -13.20mm 0.43 cum of 13.20 2.36mm and o.08 cum of 2.36mm &below size IRCMetal with 37Kgs of VG30/VG40 bitumen for premixing per sqmm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central hot mix plant 20-30 ton capacity conveyaing the mix by machanical paver to the specified grades and crosss sections and consoildated by 8-10 tonne vibratory /Pneumatic Roller to the required density etc including labour for attending to Paver to site etc including hire charges and fuel charges to 20-30 CMP with bitumen boiler tipper trucks paver finisher /9m paver finisher vibratory/pneumatic roller and all other tools and plant required specification using CMP as per Clause 504
Providing and laying Premix Carpet with 20mm thick using Bi tuminous concrete with 30mm thick using .13cum of 19.00 9.50mm .17 cum of 9.50 - 2.36 and .26 of 2.36 mm and below and with 50.30kgs of VG30 bitumen for Premixing the bitumen and aggregate to required temperture and mixing the required temperature in Central hot mix plant 20-30 tonne capacity conveyaing the mix by tipper trucks to work site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete .
Provision for HM Stone
Provision for HM Stone
Provision for Sign Board
Provision for Name Board
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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 250mm 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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and Laying 50mm Consolidated thick Bituminous Macadam using .20 cum to 26.50 -13.20mm 0.43 cum of 13.20 2.36mm and o.08 cum of 2.36mm &below size IRCMetal with 37Kgs of VG30/VG40 bitumen for premixing per sqmm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central hot mix plant 20-30 ton capacity conveyaing the mix by machanical paver to the specified grades and crosss sections and consoildated by 8-10 tonne vibratory /Pneumatic Roller to the required density etc including labour for attending to Paver to site etc including hire charges and fuel charges to 20-30 CMP with bitumen boiler tipper trucks paver finisher /9m paver finisher vibratory/pneumatic roller and all other tools and plant required specification using CMP as per Clause 504
Providing and laying Premix Carpet with 20mm thick using Bi tuminous concrete with 30mm thick using .13cum of 19.00 9.50mm .17 cum of 9.50 - 2.36 and .26 of 2.36 mm and below and with 50.30kgs of VG30 bitumen for Premixing the bitumen and aggregate to required temperture and mixing the required temperature in Central hot mix plant 20-30 tonne capacity conveyaing the mix by tipper trucks to work site , spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete .
Provision for HM Stone
Provision for Sign Board
Provision for Name Board
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}
C THIRUMOORTHI
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.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
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 .