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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC NO 155B NEERPALAIPATTI PUDUKKOTTAI DISTRICT 622 515 | PUDUKKOTTAI | TAMIL NADU | 622515 | ₹32.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹32.4 LRejected-AOC | ₹32.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | VEERA CONSTRUCTION AND ENTERPRISES L1 | P GANESAN L2 |
|---|---|---|---|---|---|
| 1.00Construction of Retaining wall and Providing Three rows NP3 900mm dia pipes for the approach road of PT road to Kambakurichivayal (R-1428) in Thondaimanallur panchayat | |||||
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material | 180 | Sqm | 6.35 ₹1,143 | 6.4 ₹1,152 |
| 3.00 | Collection and supply of WELL 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 Base | 168.75 | Cum | 303.1 ₹51,148.13 | 320 ₹54,000 |
| 4.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the em | 42.84 | Cum | 140.4 ₹6,014.74 | 141 ₹6,040.44 |
| 5.00 | 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 | 10.71 | Cum | 510.8 ₹5,470.67 | 512 ₹5,483.52 |
| 6.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) 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 (Plant Mix method) . | 168.75 | Cum | 2,023.6 ₹3.4 L | 2,050 ₹3.5 L |
| 7.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | 43.59 | Cum | 2,549.1 ₹1.1 L | 2,550 ₹1.1 L |
| 8.00 | 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., Complete | 736.88 | Sqm | 86.8 ₹63,961.18 | 87 ₹64,108.56 |
| 9.00 | 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 | 736.88 | Sqm | 20.3 ₹14,958.66 | 21 ₹15,474.48 |
| 10.00 | 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 | 18.43 | Cum | 11,703 ₹2.2 L | 11,705 ₹2.2 L |
Tender Value
₹32.5 L
EMD Value
₹32,550
Closing Date
20 Feb 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER(B.Pt)
PANCHAYAT UNION OFFICE, VIRALIMALAI
Construction of Retaining wall and Providing Three rows NP3 900mm dia pipes for the approach road of PT road to Kambakurichivayal (R-1428) in Thondaimanallur panchayat
2026_RDTN_657043_1
VMLI_GF_ROad
Open Tender
Civil Works
180 days
VIRALIMALAI
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹32,550
28 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
Construction of Retaining wall and Providing Three rows NP3 900mm dia pipes for the approach road of PT road to Kambakurichivayal (R-1428) in Thondaimanallur panchayat
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material
Collection and supply of WELL 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 Base
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the em
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
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) 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 (Plant Mix method) .
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
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., Complete
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
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
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.sand including cost and conveyance and all labour charges etc completed.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 1 & 35 of Section 2 of Instruction to Bidders (ITB) of SBD)
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