Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC DHARMAPURI 635 205 | DHARMAPURI | TAMIL NADU | 635205 | ₹15.2 L | L1 | Accepted-AOC Less Rate |
| 2 | L2₹15.3 L+₹6,484.89 (0.43%)Rejected-AOC NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | ₹15.3 L+₹6,484.89 (0.43%) | L2 | Rejected-AOC High Rate |
| Sl No | Description | Qty | Unit | BHAKIYA ASSOCIATES L1 | SS Associates L2 |
|---|---|---|---|---|---|
| 1.00IMPROVEMENTS OF ROAD FROM INAPASANDIRAM MAIN ROAD TO KAMALAGIRI NURSARY STREET H/O NALLUR | |||||
| 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. | 84.24 | sqm | 7 ₹589.68 Lowest | 8 ₹673.92 |
| 3.00 | Construction of GRANULAR SUB - BASE (GSB) by providing close graded Material(25mm to 4.75 mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @20% & 2.36mm below IRC HBG metal @ 15%)& (the material passing 425 microns seive shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer(Mix-in -place method). | 73.13 | sqm | 2,231 ₹1,63,153.03 Lowest | 2,233 ₹1,63,299.29 |
| 4.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 70.2 | cum | 154 ₹10,810.8 Lowest | 155 ₹10,881 |
| 5.00 | Providing Gravel with a lead including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete | 56.16 | cum | 343 ₹19,262.88 Lowest | 345 ₹19,375.2 |
| 6.00 | 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 | 87.75 | cum | 2,588 ₹2,27,097 Lowest | 2,600 ₹2,28,150 |
| 7.00 | 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 | 585 | sqm | 90.5 ₹52,942.5 Lowest | 92 ₹53,820 |
| 8.00 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp | 585 | sqm | 20 ₹11,700 Lowest | 21 ₹12,285 |
| 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 | 14.63 | cum | 11,782 ₹1,72,370.66 Lowest | 11,782 ₹1,72,370.66 Lowest |
| 10.00Consrtuction of Culvert | |||||
Tender Value
₹15.4 L
EMD Value
₹16,000
Closing Date
26 Feb 2026, 3:00 pmClosed
Block Development office,Hosur
Block Development office,Hosur
Krishnagiri District_Hosur Union_PERI URBAN_2025_2026_IMPROVEMENTS OF ROAD FROM INAPASANDIRAM MAIN ROAD TO KAMALAGIRI NURSARY STREET HSR 70
2026_RDTN_666057_1
441_2026_A3_14_02_2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Block Development office, Hosur
Refer tender doc
3 documents required · 3 mandatory
₹0
₹16,000
Block Development office,Hosur
5 Aug 2026
25 Feb 2026
26 Feb 2026
25 Feb 2026
26 Feb 2026
25 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | IMPROVEMENTS OF ROAD FROM INAPASANDIRAM MAIN ROAD TO KAMALAGIRI NURSARY STREET H/O NALLUR | - | - | - | - |
| 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. | 1 | sqm | - | - |
| 3 | Construction of GRANULAR SUB - BASE (GSB) by providing close graded Material(25mm to 4.75 mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @20% & 2.36mm below IRC HBG metal @ 15%)& (the material passing 425 microns seive shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer(Mix-in -place method). | 1 | sqm | - | - |
| 4 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | - | cum | - | - |
| 5 | Providing Gravel with a lead including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete | 1 | cum | - | - |
| 6 | 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 | - | cum | - | - |
| 7 | 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 | - | sqm | - | - |
| 8 | Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp | - | 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 | - | cum | - | - |
| 10 | Consrtuction of Culvert | - | - | - | - |
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
Tendernotice_1.pdf
PDF • 0.15 MB
BOQ_800195.xls
BOQ • 0.29 MB
PB70_compressed.pdf
Tender Documents • 0.18 MB
TB70_compressed.pdf
Tender Documents • 0.26 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 .