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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC quoted less tender value |
| 2 | L2₹1.7 CrRejected-AOC | ₹1.7 Cr | L2 | Rejected-AOC quoted more than tender value |
| Sl No | Description | Qty | Unit | K. SOMESAN L2 | Thirumalai Construction L1 |
|---|---|---|---|---|---|
| 1.001 Improvement of the Road From Poolankakuttai Road to Dharmakondaraja koil road in GURUVARAJAPALAYAM Panchayat Km 0/0 - 2/600, (R-492) Savings Fund 2025-26 PACKAGE NO 01 | |||||
| 2.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete | 2,808 | sqm | 6.44 ₹18,083.52 | 6.36 ₹17,858.88 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 700.27 | cum | 142.1 ₹99,508.37 | 140.28 ₹98,233.88 |
| 4.00 | 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 | 350.14 | cum | 345.31 ₹1.2 L | 340.88 ₹1.2 L |
| 5.00 | 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 | 1,215.75 | cum | 2,672.32 ₹32.5 L | 2,638.01 ₹32.1 L |
| 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 | 1,458.9 | cum | 2,736.56 ₹39.9 L | 2,701.43 ₹39.4 L |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it for all including all cost and Convenyance for etc Complete | 9,726 | sqm | 87.7 ₹8.5 L | 86.58 ₹8.4 L |
| 8.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc all including all cost and Convenyance for etc Complete | 9,726 | sqm | 20.53 ₹2.0 L | 20.27 ₹2.0 L |
| 9.00 | Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 243.15 | cum | 11,898.53 ₹28.9 L | 11,745.75 ₹28.6 L |
| 10.00 | Providing and laying if hot applied Thermoplastic compound 2.5mm thick including reflectirising glass beads @ 250 gms per Sq.M area.Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORT&H specification No.803. | 518.72 | sqm | 901.13 ₹4.7 L | 889.56 ₹4.6 L |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
21 Jan 2026, 3:00 pmClosed
THE PROJECT OFFICER DRDA VELLORE
THE PROJECT OFFICER DRDA VELLORE
Vellore District Improvement of the Road From Poolankakuttai Road to Dharmakondaraja koil road in GURUVARAJAPALAYAM Panchayat Km 0/0 - 2/600, (R-492) Savings Fund 2025-26 PACKAGE NO 01
2026_RDTN_643419_1
A7/6191/2024
Open Tender
Civil Works
180 days
THE PROJECT OFFICER DRDA VELLORE
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹1.7 L
2 Feb 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
1 Improvement of the Road From Poolankakuttai Road to Dharmakondaraja koil road in GURUVARAJAPALAYAM Panchayat Km 0/0 - 2/600, (R-492) Savings Fund 2025-26 PACKAGE NO 01
Clearing the scrub jungles including cutting the scrubs and removing away from site etc Complete
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
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 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
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
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it for all including all cost and Convenyance for etc Complete
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc all including all cost and Convenyance for etc Complete
Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying if hot applied Thermoplastic compound 2.5mm thick including reflectirising glass beads @ 250 gms per Sq.M area.Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORT&H specification No.803.
Construction of 5.00 m RCC Slab culvert Ch @ 1000M
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Vibrated reinforced Cement Concrete of grade M 30 Design Mix using 20 & 12mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for BED BLOCK OVER RCC abutment wall above sill level
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Below sill
Above Sill
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
Providing weepholes in brick masonry/stone masonry , plain / reinforced conceter abutment , wing wall , return with 100mm dia AC pipe Extending through the full width of the structures slope of (V) : (h) towards drawing face complete as per drawing
Provision for H.M. stone
Provision for K.M. stone
60 cm Equilateral triangle cautionary signboard
Road Marker /Road stud with lens Reflector
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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