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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAdmitted-Finance 1 93 CHINNA NADUPATTY CHIKKANAMPATTY POST OMALUR TK SALEM DT 636345 | 636345 | ₹36.7 L | L1 | Admitted-Finance |
| 2 | L2₹37.0 LAdmitted-Finance | ₹37.0 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | T.Mohanraj Contractor L2 | Sri Sowntharya & Co L1 |
|---|---|---|---|---|---|
| 1.00UPGRADATION OF ROAD FROM GOOLICHANDIRAM TO DHODDAGOWDA ERI KM 0/0 – 0/700 H/O GOPANAPALLI (R-184) | |||||
| 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. | 378 | sqm | 9 ₹3,402 | 6.9 ₹2,608.20 |
| 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). | 393.75 | cum | 2,500 ₹9.8 L | 2,484 ₹9.8 L |
| 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 | 63 | cum | 170 ₹10,710 | 154 ₹9,702 |
| 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 | 63 | Cum | 350 ₹22,050 | 343.1 ₹21,615.30 |
| 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 | 393.75 | Cum | 2,600 ₹10.2 L | 2,588 ₹10.2 L |
| 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 | 2,625 | sqm | 93 ₹2.4 L | 92.8 ₹2.4 L |
| 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 | 2,625 | sqm | 25 ₹65,625 | 21 ₹55,125 |
| 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 | 65.63 | Cum | 11,800 ₹7.7 L | 11,725 ₹7.7 L |
| 10.00 | Providing HM stones | 3 | no | 600 ₹1,800 | 574 ₹1,722 |
Tender Value
₹37.0 L
EMD Value
₹37,000
Closing Date
4 Mar 2026, 3:00 pmClosed
The Special officer,Gopanapalli Panchayat
Panchayat office,Gopanapalli
Krishnagiri_Hosur Union-Mines and Minerals_2025-26 UPGRADATION OF ROAD FROM GOOLICHANDIRAM TO DHODDAGOWDA ERI HSR100
2026_RDTN_669706_1
2588_2024_A4_18_12_2025
Open Tender
Civil Works - Roads
180 days
Panchayat office, Gopanapalli
Refer tender Doc
3 documents required · 3 mandatory
₹0
₹37,000
Panchayat office,Gopanapalli
10 Mar 2026
3 Mar 2026
4 Mar 2026
3 Mar 2026
4 Mar 2026
3 Mar 2026
3 Mar 2026
UPGRADATION OF ROAD FROM GOOLICHANDIRAM TO DHODDAGOWDA ERI KM 0/0 – 0/700 H/O GOPANAPALLI (R-184)
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.
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).
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
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
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
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
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
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
Providing HM stones
Provision for Scheme Name Board
Provision for Photographic charges
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}
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