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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.1 LAccepted-AOC 54 PON NAGAR ARAVAKURICHI KARUR | ARAVAKURICHI | KARUR | TAMIL NADU | L1 | Accepted-AOC Below Est rate | |
| 2 | L2₹92.5 L+₹42,161.90 (0.46%)Rejected-Finance 103 B PARI NAGAR CHINNAANDAN KOVIL ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | L2 | Rejected-Finance Above Est rate |
| Sl No | Description | Qty | Unit | V.Rasappan & Co L2 | SELVAKUMAR CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Strenthening the road of Aravakuruchi - Palani road @ Molayandipatty Pirivu East Side to NH 7 - Ponna goundanur road (Via) Mettupatty Km 0/0-2/15 ( R -192) | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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. | 2,148 | Sqm | 6 ₹12,888 Lowest | 6 ₹12,888 Lowest |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 321.3 | Cum | 141 ₹45,303.3 | 140 ₹44,982 Lowest |
| 4.00 | Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete | 216.67 | Sqm | 23 ₹4,983.41 Lowest | 23 ₹4,983.41 Lowest |
| 5.00 | Providing and Laying Gravel Soling 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, complete. | 237 | Cum | 342 ₹81,054 | 341 ₹80,817 Lowest |
| 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. | 938.12 | Cum | 2,941 ₹27,59,010.92 | 2,926 ₹27,44,939.12 Lowest |
| 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. | 7,375 | Sqm | 86 ₹6,34,250 Lowest | 86 ₹6,34,250 Lowest |
| 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., | 7,375 | Sqm | 20 ₹1,47,500 Lowest | 20 ₹1,47,500 Lowest |
| 9.00 | Providing and laying Bituminious concrete to 25 mm 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 | 184.38 | cum | 12,343 ₹22,75,802.34 | 12,280 ₹22,64,186.4 Lowest |
| 10.00Providing Wearing coat to Piped Causeway & CC pavement @ Ch 160m to ch335m of Aravakuruchi - Palani road @ Molayandipatty Pirivu East Side to NH 7 - Ponna goundanur road (Via) Mettupatty | |||||
Tender Value
₹99.9 L
EMD Value
₹1 L
Closing Date
3 Sept 2025, 3:00 pmClosed
District Collector/Chairman
II Floor, DRDA, Collectorate, Karur
Karur District - Package No.TN-07-45-Strengthening of 1 Road work in Aravakurichi Block under MGSMT - 2025-2026 - Phase III
2025_RDTN_594128_14
DIPR/4437/Tender/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
II Floor, DRDA, Collectorate
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1 L
II Floor, DRDA, Collectorate, Karur
14 Oct 2025
18 Aug 2025
3 Sept 2025
18 Aug 2025
3 Sept 2025
21 Aug 2025
26 Aug 2025
Amount
Strenthening the road of Aravakuruchi - Palani road @ Molayandipatty Pirivu East Side to NH 7 - Ponna goundanur road (Via) Mettupatty Km 0/0-2/15 ( R -192)
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete
Providing and Laying Gravel Soling 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, 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.
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.
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.,
Providing and laying Bituminious concrete to 25 mm 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 Wearing coat to Piped Causeway & CC pavement @ Ch 160m to ch335m of Aravakuruchi - Palani road @ Molayandipatty Pirivu East Side to NH 7 - Ponna goundanur road (Via) Mettupatty
Dismandling of existing structures like culverts , bridges , retaining walls and others structures compressing of brick masonaray , including disposal of unserviceable material and stacking the material with all lift and lead of 1000 m as per technical Specification clause 202
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
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30
Supply and fabrication of steel for guard stone including all charges etc complete
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 Bituminous pad for expansion joints
Construction of Bed level Causeway @ Ch1050m of Aravakuruchi - Palani road @ Molayandipatty Pirivu East Side to NH 7 - Ponna goundanur road (Via) Mettupatty
Earth work excavation for foundation in all clauses of soils and subsoils to full depth may be directed except in hard rock requiring blasting but inclusive of shoring strutting and whenever necessary of complete complying with standard specification
Cement concrete 1:4:8 mix using 40mm gauge hand broken granite jelly for foundation including dewatering if necessary and laid in layers of not more than 15cm thick and compacted etc., complte complying with standard specification.
Suppling and erecting centering for sides centering for soffits of plane surface for ground level strutting using mild steel sheets of size 90cm x 60cm complyig with standard specification.Below GL
Suppling and erecting centering for sides centering for soffits of plane surface for ground level strutting using mild steel sheets of size 90cm x 60cm complyig with standard specification.Above GL
Cement concrete 1:3:6 mix using 40mm gauge hand broken granite jelly for foundation including dewatering if necessary and laid in layers of not more than 15cm thick and compacted etc., complte complying with standard specification.
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) . GSB Gr III
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30
Supply and fabrication of steel for guard stone including all charges etc complete
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 Bituminous pad for expansion joints
Cost of KM Stone
Cost of HM Stone
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 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
V.Rasappan & Co (BID ID -1447341)
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