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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹51.8 LAccepted-AOC | 1 | Accepted-AOC L1 ACCEPTED | |
| 2 | 2₹53.5 L+₹1.8 L (3.39%)Rejected-Finance | 2 | Rejected-Finance L2 Rejected | |
| 3 | 3₹56.0 L+₹4.2 L (8.18%)Rejected-Finance | 3 | Rejected-Finance L3 Rjected | |
| 4 | Rejected-Technical NO 350 VADAKKUTHERU KUPPAYAMPATTI ATHANAKKOTTAI POST PUDUKKOTTAI DISTRICT | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | C MURUGAN L2 | UDHAYA CONSTRUCTION L1 | RAMASAMY RADHAKRISHNAN L3 |
|---|---|---|---|---|---|---|
| 1.10Strenthenthing to the road from K.Rayavaram Kallur Main road to Namburanipatti Ambethkarnagar Colony (via) Udayar Kudieruppu Ayyanarkoil PeriyaKuthirai Pottal Post Office Ayyan Oorani PUES Km 0/0-2/0 in K.Rayavaram Panchayat | ||||||
| 1.20 | 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. complete | 2,054.7 | Sqm | 5 ₹10,273.5 Lowest | 5 ₹10,273.5 Lowest | 6.5 ₹13,355.55 |
| 1.30 | Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1,907.5 | Sqm | 21 ₹40,057.5 | 20 ₹38,150 Lowest | 23 ₹43,872.5 |
| 1.40 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 684.9 | Cum | 130 ₹89,037 | 115 ₹78,763.5 Lowest | 132 ₹90,406.8 |
| 1.50Providing 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. | ||||||
| 1.60 | Km 0/0-1/0 | 448.87 | Cum | 2,025 ₹9,08,961.75 | 1,900 ₹8,52,853 Lowest | 2,200 ₹9,87,514 |
| 1.70 | Km 1/0-2/0 | 341.25 | Cum | 2,025 ₹6,91,031.25 | 1,900 ₹6,48,375 Lowest | 2,200 ₹7,50,750 |
| 1.80 | 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. | 5,722.5 | Sqm | 80 ₹4,57,800 | 72 ₹4,12,020 Lowest | 81 ₹4,63,522.5 |
| 1.90 | 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., complete. | 5,722.5 | Sqm | 18.5 ₹1,05,866.25 | 17 ₹97,282.5 Lowest | 19 ₹1,08,727.5 |
| 2.00Providing and laying Bituminious concrete to 25mm 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 ete.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 | ||||||
Tender Value
₹55.7 L
EMD Value
₹56,000
Closing Date
27 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ADDITIONAL COLLECTOR (DEVELOPMENT)
DRDA., PUDUKKOTTAI
MGSMT-2025-26 - PUDUKKOTTAI DISTRICT - ARIMALAM Panchayat Union - Package No.02 -Strenthenthing to the road from K.Rayavaram Kallur Main road to Namburanipatti Ambethkarnagar Colony (via) Udayar Kudieruppu Ayyanarkoil PeriyaKuthirai Pottal Post Off
2025_RDTN_523885_1
PDKT/MGSMT/25-26/02/ALM
Open Tender
Civil Works - Roads
Item Rate
180 days
Arimalam
Pl refer tender document
4 documents required · 4 mandatory
₹0
₹56,000
DRDA., PUDUKKOTTAI
31 Jan 2026
8 Feb 2025
27 Feb 2025
8 Feb 2025
27 Feb 2025
8 Feb 2025
20 Feb 2025
Amount
Strenthenthing to the road from K.Rayavaram Kallur Main road to Namburanipatti Ambethkarnagar Colony (via) Udayar Kudieruppu Ayyanarkoil PeriyaKuthirai Pottal Post Office Ayyan Oorani PUES Km 0/0-2/0 in K.Rayavaram Panchayat
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. complete
Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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., complete.
Providing and laying Bituminious concrete to 25mm 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 ete.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 and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms
Providing and fixing Name board Cum Citizen Board
Providing and fixing of cautionary, mandatory and informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67- 2010 Specification (as per MORT & Spec. No. 801)
(i) 60 cm Equilateral triangle cautionary signboard to be provided at the following places)
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bitumunous Surface
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
(i) Ordinary Kilometer Stone (Precast)
(ii) 200m Stone (Precast)
Provision for Contruction of RCC NP3 Pipe Culvert @ Ch-400
Earth work excavation for foundation soil as per SS 20 B for foundation.
FILLING WITH GOOD RIVER SAND including cost and conveyance of sand to work site including all labour charges for filling etc.,complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Below sill
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and Filling course gravel including cost and conveyance of gravel at site and all labour charges fpr filling ect.,complete.
Provision for Construction of RCC NP3 Pipe culvert @ Ch-400
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all labour charges for filling etc complete.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Below sill
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)
C MURUGAN (BID ID -1258043)
RAMASAMY RADHAKRISHNAN (BID ID -1259251)
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