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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.2 LAccepted-AOC | ₹65.2 L | L1 | Accepted-AOC L-1 Shankar C
Lowest Rate |
| 2 | L2₹66.4 LRejected-AOC NO 32 BAJANAI KOIL STREET PUDUPADI POST KILAMBADI VILLAGE ARCOT | ARCOT | RANIPET | TAMIL NADU | ₹66.4 L | L2 | Rejected-AOC L-2 RK CONSTRUCTIONS
Highest Rate |
| Sl No | Description | Qty | Unit | Shankar c L1 | M/S RK CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Nemili Block | |||||
| 2.00Strengthening of the road from Ponniyamman Koil to Pillayar Koil at Kadambanallur Village H/O Mangattucheri Panchayat Km 0/00 - 1/180 (R-256) in Nemili Block, Ranipet District | |||||
| 3.00 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 849.6 | SQM | 6 ₹5,097.60 | 6 ₹5,097.60 |
| 4.00 | Collection and supply of Cartered Earth for Basecourse And side berms and labour charges for filling etc complete | 424.8 | CUM | 145 ₹61,596 | 150 ₹63,720 |
| 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 | 739.5 | CUM | 2,864 ₹21.2 L | 2,900 ₹21.4 L |
| 6.00 | Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5. | 553.5 | CUM | 2,907 ₹16.1 L | 2,900 ₹16.1 L |
| 7.00 | Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5. | 3,690 | SQM | 86.18 ₹3.2 L | 95 ₹3.5 L |
| 8.00 | Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen 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 No 503 of MOST | 3,690 | SQM | 20.11 ₹74,205.90 | 25 ₹92,250 |
| 9.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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 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 | 92.25 | CUM | 11,728.42 ₹10.8 L | 12,000 ₹11.1 L |
| 10.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminou s Surface | 236 | SQM | 890 ₹2.1 L | 900 ₹2.1 L |
Tender Value
₹65.2 L
EMD Value
₹67,000
Closing Date
9 Jan 2026, 3:00 pmClosed
Project Director
Project Director DRDA-Ranipet
Strengthening of the road from Ponniyamman Koil to Pillayar Koil at Kadamanallur Village H/O Mangattucheri Panchayat km 0/0-1/140 (R-256) in Nemili Block at Capital Grant Fund Savings and Interest Amount Scheme 2025-26
2026_RDTN_638392_1
A3/7130/2024
Open Tender
Civil Works
180 days
DRDA-Ranipet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹67,000
26 Feb 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
Amount
Nemili Block
Strengthening of the road from Ponniyamman Koil to Pillayar Koil at Kadambanallur Village H/O Mangattucheri Panchayat Km 0/00 - 1/180 (R-256) in Nemili Block, Ranipet District
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Collection and supply of Cartered Earth for Basecourse And side berms and labour charges for filling etc complete
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 & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / 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, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying tack coat over WBM surface using 2.50 kgs of bitumen emulsion per 10 sqm including cost of bitumen emulsion which will be supplied departmentally at section stores cost of which will be recovered at the issue rate as per the special conditions appended herewith including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen 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 No 503 of MOST
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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 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
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminou s Surface
60 cm equilateral triangle
Provision for Hectometer stone
Provision for KM Stone
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}
M/S RK CONSTRUCTIONS (BID ID -1558631)
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