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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.2 LAccepted-AOC | L1 | Accepted-AOC LER | |
| 2 | L2₹78.3 L+₹6,100.45 (0.08%)Rejected-Finance | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | Sarojini Constructions L1 | Surya Constructions L2 |
|---|---|---|---|---|---|
| 1.00Part I - Improvement of Pudupalayam New ADC BG Road KM 0/0 - 1/245 (R-224) R - 224 | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,120.5 | Sqm | 6.36 ₹7,126.38 Lowest | 6.36 ₹7,126.38 Lowest |
| 1.02 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 448.2 | Cum | 140.35 ₹62,904.87 Lowest | 140.35 ₹62,904.87 Lowest |
| 1.03 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 1,232.55 | Sqm | 23.36 ₹28,792.37 Lowest | 23.36 ₹28,792.37 Lowest |
| 1.04Providing and Laying Gravel to 100mm 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 | |||||
| 1.05 | Km - 0/000 - 1/000 | 180 | Cum | 353.82 ₹63,687.6 Lowest | 353.82 ₹63,687.6 Lowest |
| 1.06 | Km - 1/000 - 1/245 | 44.1 | Cum | 367.49 ₹16,206.31 Lowest | 367.49 ₹16,206.31 Lowest |
| 1.07 | 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. | 560.25 | Cum | 2,401 ₹13,45,160.25 Lowest | 2,402.5 ₹13,46,000.63 |
| 1.08 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 as per Clause 502 of MORTH Rev-5 | 3,735 | Sqm | 85.58 ₹3,19,641.3 Lowest | 85.58 ₹3,19,641.3 Lowest |
| 1.09 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 as per Clause 503 of MORTH Rev-5 | 3,735 | Sqm | 19.89 ₹74,289.15 Lowest | 19.89 ₹74,289.15 Lowest |
Tender Value
₹82.0 L
EMD Value
₹82,000
Closing Date
12 Sept 2025, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvements of Rural Roads 2 Nos in Polur Block of Tiruvannamalai District Package No.TVM/2025-26/116 under Mudhalvarin Grama Salaigal Membattu Thittam Phase III 2025-2026
2025_RDTN_593893_1
No.5000/A11/2025 Date.31.07.2025 116
Open Tender
Civil Works - Roads
Item Rate
180 days
Polur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹82,000
9 Oct 2025
18 Aug 2025
12 Sept 2025
18 Aug 2025
12 Sept 2025
18 Aug 2025
Amount
Part I - Improvement of Pudupalayam New ADC BG Road KM 0/0 - 1/245 (R-224) R - 224
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and Laying Gravel to 100mm 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
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 as per Clause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Name Board Charges
Provision for Hectometer Stone
Provision for Kilometer stone
Part II - Improvement of Padiyampattu -Thirusoor Road Km 0/0 - 1/21 R - 255
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
FOOTING
BODY WALL
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 as per Clause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Provision for Hectometer Stone
Provision for Kilometer stone
Name Board Charges
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}
Surya Constructions (BID ID -1456257)
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