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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹27.5 L+₹27,816.98 (1.02%)Accepted-AOC | ₹27.5 L+₹27,816.98 (1.02%) | L2 | Accepted-AOC L2 |
| 2 | L1₹27.3 LRejected-AOC | ₹27.3 L | L1 | Rejected-AOC L1 |
| 3 | L3₹28.3 L+₹98,539.47 (3.61%)Rejected-AOC | ₹28.3 L+₹98,539.47 (3.61%) | L3 | Rejected-AOC L3 |
| 4 | L4₹31.7 L+₹4.4 L (16.1%)Rejected-AOC | ₹31.7 L+₹4.4 L (16.1%) | L4 | Rejected-AOC L4 |
| 5 | L5₹32.1 L+₹4.9 L (17.9%)Rejected-AOC | ₹32.1 L+₹4.9 L (17.9%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Kumaresan Contractor L7 | CHINNAPAIYAN AND CO L2 | KRISHNAMOORTHI CONTRACTOR L4 | NATARAJAN L5 | Jayakumar L3 | NP AND SONS CONSTRUCTIONS L1 | K.Sakthivel L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Renewal of the Mylapur Road Km 0/0 - 1/65 H/O Obilinaickanahalli | ||||||||||
| 2.00 | 1. Scrub scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | 1,728 | Sqm | 10 ₹17,280 | 5.41 ₹9,348.48 | 5 ₹8,640 Lowest | 5 ₹8,640 Lowest | 5.47 ₹9,452.16 | 5.28 ₹9,123.84 | 6 ₹10,368 |
| 3.00 | 2. 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
Km 0/0-1/0 | 120 | Cum | 750 ₹90,000 | 528.11 ₹63,373.2 | 600 ₹72,000 | 500 ₹60,000 Lowest | 534.32 ₹64,118.4 | 515.68 ₹61,881.6 | 620 ₹74,400 |
| 4.00 | Km 1/0-1/650 | 78 | Cum | 750 ₹58,500 | 536.65 ₹41,858.7 | 600 ₹46,800 | 615 ₹47,970 | 542.96 ₹42,350.88 | 524.02 ₹40,873.56 Lowest | 630 ₹49,140 |
| 5.00 | 3. Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal.
Km 0/0 to 1/0 | 1.58 | Cum | 5,500 ₹8,690 | 4,003.71 ₹6,325.86 | 4,500 ₹7,110 | 4,500 ₹7,110 | 4,050.82 ₹6,400.3 | 3,909.51 ₹6,177.03 Lowest | 4,710 ₹7,441.8 |
| 6.00 | Km 1/0-1/650 | 2.74 | Cum | 5,500 ₹15,070 | 4,018.73 ₹11,011.32 | 4,500 ₹12,330 | 4,500 ₹12,330 | 4,066.01 ₹11,140.87 | 3,924.17 ₹10,752.23 Lowest | 4,727.92 ₹12,954.5 |
| 7.00 | 4. Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 40mm IRC size HBG metal
Km 0/0 to 1/0 | 3.74 | Cum | 4,036.25 ₹15,095.58 | 3,430.81 ₹12,831.23 | 3,900 ₹14,586 | 4,000 ₹14,960 | 3,471.18 ₹12,982.21 | 3,350.09 ₹12,529.34 Lowest | 4,036.25 ₹15,095.58 |
| 8.00 | Km 1/0-1/650 | 4.08 | Cum | 4,044.92 ₹16,503.27 | 3,438.18 ₹14,027.77 | 3,900 ₹15,912 | 4,000 ₹16,320 | 3,478.63 ₹14,192.81 | 3,357.28 ₹13,697.7 Lowest | 4,044.92 ₹16,503.27 |
| 9.00 | 5. Providing and laying TACK COAT over the BT surface using 3.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition 5 appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Km 0/0-1/500 | 6,218.75 | Sqm | 45 ₹2,79,843.75 | 29.27 ₹1,82,022.81 | 30 ₹1,86,562.5 | 30 ₹1,86,562.5 | 29.62 ₹1,84,199.38 | 28.59 ₹1,77,794.06 Lowest | 34.44 ₹2,14,173.75 |
| 10.00 | 6. Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified
grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and 6 filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
Km 0/0-1/0 | 113.44 | Cum | 11,071.83 ₹12,55,988.4 | 9,200 ₹10,43,648 | 10,500 ₹11,91,120 | 11,000 ₹12,47,840 | 9,521.77 ₹10,80,149.59 | 9,189.62 ₹10,42,470.49 Lowest | 11,071.83 ₹12,55,988.4 |
Tender Value
₹33.1 L
EMD Value
₹33,200
Closing Date
10 Feb 2026, 3:00 pmClosed
Block Development Officer(BP), Kadathur
Block Development Officer(BP), Kadathur
Renewal of the Mylapur Road Km 0/0 - 1/65 H/O Obilinaickanahalli
2026_RDTN_651255_1
Roc.No.356/2026/A3 P01-Maintenance of Village panchayat Roads and Panchayat Union Roads -2025-26
Open Tender
Civil Works
Item Rate
90 days
Block Development Office, Kadathur
Can be seen in the Tender Documents
3 documents required · 3 mandatory
₹0
₹33,200
30 Jun 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Renewal of the Mylapur Road Km 0/0 - 1/65 H/O Obilinaickanahalli | - | - | - | - |
| 2 | 1. Scrub scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. | - | Sqm | - | - |
| 3 | 2. 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
Km 0/0-1/0 | - | Cum | - | - |
| 4 | Km 1/0-1/650 | - | Cum | - | - |
| 5 | 3. Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25 mm using 13.20 mm IRC size HBG metal.
Km 0/0 to 1/0 | - | Cum | - | - |
| 6 | Km 1/0-1/650 | - | Cum | - | - |
| 7 | 4. Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 40mm IRC size HBG metal
Km 0/0 to 1/0 | - | Cum | - | - |
| 8 | Km 1/0-1/650 | - | Cum | - | - |
| 9 | 5. Providing and laying TACK COAT over the BT surface using 3.00 Kg of bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition 5 appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
Km 0/0-1/500 | - | Sqm | - | - |
| 10 | 6. Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified
grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and 6 filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects
Km 0/0-1/0 | 1 | Cum | - | - |
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