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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC KARUR | ₹47.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹48.2 LRejected-Finance 54 PON NAGAR ARAVAKURICHI KARUR | ARAVAKURICHI | KARUR | TAMIL NADU | ₹48.2 L | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | saidevelopers L1 | SELVAKUMAR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Name of the Work : Upgradation the Road around Palamalai Murugan Temple from Ther Street to Pavithiram - Punnam Road (Street and Lanes) Km.0/0 to 0/380 H/O.Pavithiram Panchayat | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km.0/0-0/380 | 342 | m2 | 6 ₹2,052 | 7 ₹2,394 |
| 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
Km.0/0-0/380 | 205.2 | m3 | 140 ₹28,728 | 145 ₹29,754 |
| 4.00 | Providing and Laying Gravel Soiling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum. moisture content and hire & fuel charges for power roller. water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, Km.0/0-0/380 | 136.8 | m3 | 341 ₹46,648.80 | 350 ₹47,880 |
| 5.00 | 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 (Mix -in - place method) | 446.25 | m3 | 2,087 ₹9.3 L | 2,150 ₹9.6 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 camage 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. | 429.38 | m3 | 2,382 ₹10.2 L | 2,400 ₹10.3 L |
| 7.00 | Providing and laying of Prime coat over the BT Surface using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 2,862.5 | m2 | 87 ₹2.5 L | 90 ₹2.6 L |
| 8.00 | Providing and laying of Tack coat over the BT Surface using Emulsion at the rate of 2.5Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 2,862.5 | m2 | 20.5 ₹58,681.25 | 23 ₹65,837.50 |
| 9.00 | 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 loe 20-301 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., | 85.88 | m3 | 11,681.5 ₹10.0 L | 11,700 ₹10.0 L |
| 10.00Construction of RCC Slab Culvert | |||||
Updated dates
Tender Value
Refer Docs
EMD Value
₹47,960
Closing Date
27 Jan 2026, 3:00 pmClosed
BDO(B.Pt), K.Paramathi
BDO(B.Pt), K.Paramathi
Upgradation the Road around Palamalai Murugan Temple from Ther Street to Pavithiram Punnam Road Street and Lanes at Pavithiram Panchayat
2026_RDTN_643757_1
Upgradation the Road around Palamalai Murugan Temple from Ther Street to Pavithiram Punnam Road
Open Tender
Civil Works - Others
90 days
K.Paramathi Union Office
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹47,960
Yes
6 Feb 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km.0/0-0/380
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 Km.0/0-0/380
Providing and Laying Gravel Soiling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum. moisture content and hire & fuel charges for power roller. water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, Km.0/0-0/380
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 (Mix -in - place method)
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 camage 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 over the BT Surface using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying of Tack coat over the BT Surface using Emulsion at the rate of 2.5Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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 loe 20-301 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.,
Construction of RCC Slab Culvert
Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotion hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 208 Including all other incidental charges such as slurring strutting, balling out water forming, protective bunds etc., complete for foundation.
Cement concrete 1:4:8 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from m³ Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Cement concrete 1:3:6 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RC 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.
Cement concrete 1:2:4 mix using 20mm | SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water. hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer
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
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
Provision for Bitumen Pad Arrangements
HM Stone (1260X350X250mm)
GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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