Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance NOCHIPALAYAM AUTHUR PO KARUR 2 | ₹2.4 L | L1 | Accepted-Finance Accept |
| 2 | L2₹2.6 L+₹12,226.33 (5.04%)Rejected-Finance | ₹2.6 L+₹12,226.33 (5.04%) | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | K.SELVARAJ L1 | SRI VINAYAGA EARTHMOVERS L2 |
|---|---|---|---|---|---|
| 1.00Name of Work: Upgradation to The Road From Keeranatham Marutham Garden Right Side 1st Cut Street H/O Keeranatham Panchayat, in SS Kulam Union. in Coimbatore District under Village Panchayat General Fund 2026-2027-Package No. TN 01-SSKM-03 | |||||
| 2.00 | 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. | 25.2 | sqm | 5 ₹126 Lowest | 5 ₹126 Lowest |
| 3.00 | 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 | 6.3 | cum | 110 ₹693 Lowest | 115 ₹724.5 |
| 4.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 19.69 | cum | 1,782 ₹35,087.58 Lowest | 1,872 ₹36,859.68 |
| 5.00 | 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. | 19.69 | cum | 1,860 ₹36,623.4 Lowest | 1,954 ₹38,474.26 |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 131.25 | sqm | 84 ₹11,025 Lowest | 88 ₹11,550 |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 131.25 | sqm | 22 ₹2,887.5 Lowest | 23 ₹3,018.75 |
| 8.00 | Bituminous macadam of 50 mm thick shall consist of Construction in a single couse of compacted crushed aggregates premixed with bituminous binder of 60/70 grade at the rate of 3.5% by weight of total mix to serve as base /binder course in accordance with MORTH rev IV cl.504 specification and in confirmity with drawing. | 6.56 | sqm | 9,090 ₹59,630.4 Lowest | 9,551 ₹62,654.56 |
| 9.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 | 3.94 | cum | 12,300 ₹48,462 Lowest | 12,924 ₹50,920.56 |
| 10.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 6.3 | cum | 454 ₹2,860.2 Lowest | 477 ₹3,005.1 |
Tender Value
₹3.1 L
EMD Value
₹3,200
Closing Date
17 Sept 2026, 3:00 pmClosed
The Special Officer Keeranatham Panchayat
The Special Officer Keeranatham Panchayat
Upgradation to The Road From Keeranatham Marutham Garden Right Side 1st Cut Street H/O Keeranatham Panchayat, in SS Kulam Union
2026_RDTN_701456_1
20/2023
Open Tender
Civil Works - Roads
Works
180 days
Keeranatham
Upgradation to The Road From Keeranatham Marutham Garden Right Side 1st Cut Street H/O Keeranatham Panchayat, in SS Kulam Union
4 documents required · 4 mandatory
₹0
₹3,200
18 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: Upgradation to The Road From Keeranatham Marutham Garden Right Side 1st Cut Street H/O Keeranatham Panchayat, in SS Kulam Union. in Coimbatore District under Village Panchayat General Fund 2026-2027-Package No. TN 01-SSKM-03 | - | - | - | - |
| 2 | 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. | 25.2 | sqm | - | - |
| 3 | 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 | 6.3 | cum | - | - |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Soil Compactor to achieve the desired density, complete as per clause 401 | 19.69 | cum | - | - |
| 5 | 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. | 19.69 | cum | - | - |
| 6 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 131.25 | sqm | - | - |
| 7 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 131.25 | sqm | - | - |
| 8 | Bituminous macadam of 50 mm thick shall consist of Construction in a single couse of compacted crushed aggregates premixed with bituminous binder of 60/70 grade at the rate of 3.5% by weight of total mix to serve as base /binder course in accordance with MORTH rev IV cl.504 specification and in confirmity with drawing. | 6.56 | sqm | - | - |
| 9 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 | 3.94 | cum | - | - |
| 10 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 6.3 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Tendernotice_1.pdf
PDF • 0.17 MB
BOQ_843129.xls
BOQ • 0.32 MB
tech.pdf
Tender Documents • 1.04 MB
tendernotice.pdf
Tender Documents • 0.15 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 .