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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.4 LAccepted-AOC | ₹65.4 L | L1 | Accepted-AOC Work order issued |
| 2 | L2₹68.6 L+₹3.2 L (4.94%)Rejected-Finance | ₹68.6 L+₹3.2 L (4.94%) | L2 | Rejected-Finance - |
| Sl No | Description | Qty | Unit | SATHEESH G L1 | RamgayathiriConstructions L2 |
|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 3,820 | m3 | 21 ₹80,220 Lowest | 28 ₹1,06,960 |
| 2.00 | Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH | 172 | m3 | 448 ₹77,056 Lowest | 550 ₹94,600 |
| 3.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. | 573 | m3 | 2,533 ₹14,51,409 | 2,500 ₹14,32,500 Lowest |
| 4.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 382 | m3 | 2,813 ₹10,74,566 Lowest | 2,850 ₹10,88,700 |
| 5.00 | Providing and laying of prime coat using bitumen emulsion (SSI RC Drum) at the rate of 7 kg per 10sqm over the WMM surface preparatory to another construction over it. as per as per standar specification MORTH V | 3,820 | m2 | 84 ₹3,20,880 Lowest | 88 ₹3,36,160 |
| 6.00 | Providing and laying of tack coat using Bitumen Emulsion (RS1) at the rate of 2 kg per 10sqm over the WMM primed surface preparatory to another construction over it.as per as per standar specification MORTH V | 3,820 | m2 | 18 ₹68,760 Lowest | 22 ₹84,040 |
| 7.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 191 | m3 | 11,089 ₹21,17,999 Lowest | 11,110 ₹21,22,010 |
| 8.00 | Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 380 | m2 | 3,545 ₹13,47,100 Lowest | 4,200 ₹15,96,000 |
Tender Value
Refer Docs
EMD Value
₹79,000
Closing Date
29 Jan 2026, 3:00 pmClosed
Executive Officer
Executive Officer Bhuvanagiritownpanchayt
Strenthening of BT Road at Ward No 01 Suthukuzhi,Thimmirettipalayam,Suthukuzhi Bg Road in Bhuvanagiri Town Panchayat
2026_DTP_641583_2
26/2026/A1
Open Tender
Civil Works
Works
Bhuvanagiri tp
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹79,000
Yes
Bhuvanagiri Town Panchayat
1 Aug 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
23 Jan 2026
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and laying of prime coat using bitumen emulsion (SSI RC Drum) at the rate of 7 kg per 10sqm over the WMM surface preparatory to another construction over it. as per as per standar specification MORTH V
Providing and laying of tack coat using Bitumen Emulsion (RS1) at the rate of 2 kg per 10sqm over the WMM primed surface preparatory to another construction over it.as per as per standar specification MORTH V
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
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