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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.1 LAccepted-AOC | ₹95.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹98.5 L+₹3.4 L (3.56%)Rejected-Finance | ₹98.5 L+₹3.4 L (3.56%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 Cr+₹17.3 L (18.2%)Rejected-Finance | ₹1.1 Cr+₹17.3 L (18.2%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | R.BABU L2 | M/S.KCP CONSTRUCTIONS L3 | V.YOGANATHAN L1 |
|---|---|---|---|---|---|---|
| 1.00Upgradation of Melpakkam to Silamambakkam Link Road 0/0- 0/610 (R-370) in Melpakkam Panchayat in Uthiramerur Block Estimate Amount Rs.98.38 Lakh | ||||||
| 2.00 | Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | 350.73 | Sqm | 7.5 ₹2,630.48 | 8.5 ₹2,981.21 | 6.3 ₹2,209.6 Lowest |
| 3.00 | Earth work exavation in all classes of soils such as Sandy Soil, etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20A | 210.44 | Cum | 145 ₹30,513.8 | 360 ₹75,758.4 | 139.7 ₹29,398.47 Lowest |
| 4.00 | Filling Using Carted Earth 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. (Using | 2,452.52 | Cum | 155 ₹3,80,140.6 | 250 ₹6,13,130 | 146.5 ₹3,59,294.18 Lowest |
| 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 | 219.21 | Cum | 2,500 ₹5,48,025 | 2,600 ₹5,69,946 | 2,406 ₹5,27,419.26 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 150mm 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. Using Paver Finisher | 219.21 | Cum | 2,600 ₹5,69,946 | 2,750 ₹6,02,827.5 | 2,497 ₹5,47,367.37 Lowest |
| 7.00 | Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 1,461.38 | Sqm | 95 ₹1,38,831.1 | 95 ₹1,38,831.1 | 85.5 ₹1,24,947.99 Lowest |
| 8.00 | Applying tack coat over BM surface (not treated with primer) using 2.5 Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 1,518.75 | Sqm | 23 ₹34,931.25 | 25 ₹37,968.75 | 19.9 ₹30,223.13 Lowest |
| 9.00 | BITUMINOUS CONCRETE 25mm THICK USING cmp (Grade-II) 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 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 | 37.97 | Cum | 11,560 ₹4,38,933.2 | 11,650 ₹4,42,350.5 | 11,471.5 ₹4,35,572.86 Lowest |
| 10.00 | Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | 99.8 | Cum | 410 ₹40,916.36 | 450 ₹44,908.2 | 380 ₹37,922.48 Lowest |
Tender Value
₹98.4 L
EMD Value
₹99,000
Closing Date
26 Feb 2026, 3:00 pmClosed
The Project Director, DRDA, Kancheepuram
O/o The Project Director, DRDA, Kancheepuram
Upgradation of Melpakkam to Silamambakkam Link Road 0/0- 0/610 (R-370) in Melpakkam Panchayat at Uthiramerur Panchayat Union of Kancheepuram District under MGSMT Additional 2025-26 having PKG. No. TNKPM-63/MGSMT-Add/2025-26
2026_RDTN_662275_1
DIPR/1244/Tender/2026, Dt.20.02.2026
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA, Kancheepuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹99,000
O/o The Project Director, DRDA, Kancheepuram
7 Mar 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation of Melpakkam to Silamambakkam Link Road 0/0- 0/610 (R-370) in Melpakkam Panchayat in Uthiramerur Block
Estimate Amount Rs.98.38 Lakh | - | - | - | - |
| 2 | Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | 350.73 | Sqm | - | - |
| 3 | Earth work exavation in all classes of soils such as Sandy Soil, etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20A | 210.44 | Cum | - | - |
| 4 | Filling Using Carted Earth 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. (Using | 2,452.52 | Cum | - | - |
| 5 | 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 | 219.21 | Cum | - | - |
| 6 | 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 150mm 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. Using Paver Finisher | 219.21 | Cum | - | - |
| 7 | Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 1,461.38 | Sqm | - | - |
| 8 | Applying tack coat over BM surface (not treated with primer) using 2.5 Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | 1,518.75 | Sqm | - | - |
| 9 | BITUMINOUS CONCRETE 25mm THICK USING cmp (Grade-II) 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 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 | 37.97 | Cum | - | - |
| 10 | Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | 99.8 | Cum | - | - |
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