Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.5 LAccepted-AOC | ₹83.5 L | L1 | Accepted-AOC LER |
| 2 | L2₹83.5 L+₹4,666.38 (0.06%)Rejected-Finance 1831 18 9 606 604 | TIRUVANNAMALAI | TAMIL NADU | 606604 | ₹83.5 L+₹4,666.38 (0.06%) | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | IRC Constructions L2 | BARATHI INFRA L1 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of Devanur Murukkambadi road Km 0/0 - 1/900 R91 in Devanur Panchayat. | |||||
| 1.01Clearing 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. | |||||
| 1.02 | KM 0/0 - 1/900 | 3,420 | Sq.m | 5.94 ₹20,314.8 Lowest | 5.94 ₹20,314.8 Lowest |
| 1.03Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers | |||||
| 1.04 | KM 0/0 - 1/900 | 2,375 | Cum | 21.84 ₹51,870 Lowest | 21.84 ₹51,870 Lowest |
| 1.05Earth 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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications. | |||||
| 1.06 | KM 0/0 - 1/900 | 1,282.5 | Cum | 131.29 ₹1,68,379.43 Lowest | 131.29 ₹1,68,379.43 Lowest |
| 1.07Providing 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 | |||||
| 1.08 | KM 0/0 - 1/0 | 135 | Cum | 444.45 ₹60,000.75 Lowest | 444.45 ₹60,000.75 Lowest |
| 1.09 | KM 1/0 - 1/900 | 121.5 | Cum | 458.13 ₹55,662.8 Lowest | 458.13 ₹55,662.8 Lowest |
Tender Value
₹84.6 L
EMD Value
₹84,600
Closing Date
24 Jan 2025, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvement of Devanur Murukkambadi road Km 0/0 - 1/900 R91 in Devanur Panchayat of Tiruvannamalai Block Package No.TVM/2024-25/93 under NABARD RIDF XXX 2024-25
2024_RDTN_514209_1
No.8870/2024/A11 Dt.18.12.2024 93
Open Tender
Civil Works - Roads
Item Wise
180 days
Tiruvannamalai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹84,600
11 Sept 2026
26 Dec 2024
24 Jan 2025
26 Dec 2024
24 Jan 2025
26 Dec 2024
Amount
Part I : Improvement of Devanur Murukkambadi road Km 0/0 - 1/900 R91 in Devanur Panchayat.
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 old metalled / BT surface upto 10cm thick as directed by the departmental officers
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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
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 Wat Mis Macadam(WMM) specification including premixing the material with water at OMC in machanical mis plant carriage of mixed material by tipper to site slaying 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.
Applying tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
Applying tack coat over Un Primed WMB/WMM surface at 2.5kg/10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm 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, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks. Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision for Retaining Wall at Ch: 0/200 - 0/233 (33m)
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 and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc., using 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 (country wood) 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 centre complete complying with standard specification and as directed by departmental officials
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc., complete for 10cm.
Providing KM stone (1.65*0.45*0.15)
Providing HM stone (0.75*0.23*0.10)
Provision for Name Board
Provision for Road Marking
Provision for Retro Reflection Sign Boards Triangle 60cm
Five Years of Maintenace
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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}
IRC Constructions (BID ID -1236044)
stage.html
html • 0.04 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 .