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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 CrAccepted-Finance | ₹35.7 Cr | L1 | Accepted-Finance Lowest rate tenderer |
| 2 | L2₹38.1 CrAccepted-Finance | ₹38.1 Cr | L2 | Accepted-Finance Highest rate tenderer |
| 3 | L3₹38.8 CrAccepted-Finance | ₹38.8 Cr | L3 | Accepted-Finance Highest rate tenderer |
| 4 | L4₹38.8 CrAccepted-Finance CHENNAI 600 095 | CHENNAI | TAMIL NADU | 600001 | ₹38.8 Cr | L4 | Accepted-Finance Highest rate tenderer |
| 5 | L5₹38.8 CrAccepted-Finance NAMAKKAL | ₹38.8 Cr | L5 | Accepted-Finance Highest rate tenderer |
| Sl No | Description | Qty | Unit | P GANGADARAN L1 | SMP ASSOCIATES L3 | SRI RAMANA BUILDING CONSTRUCTIONS PRIVATE LIMITED L5 | PTM PROJECTS PVT LTD L4 | JOHNSUN ENGINEERING CONTRACTORS L2 | GRM CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all soils (including refilling)
a) 0 to 2 mt. | 1,312 | 1 Cum. | 231 ₹3,03,072 | 225 ₹2,95,200 Lowest | 260 ₹3,41,120 | 300 ₹3,93,600 | 300 ₹3,93,600 | 269 ₹3,52,928 |
| 2.00 | Earth work excavation for Open foundation (excluding refilling)
a) 0 to 2 mt. | 578.4 | 1 Cum. | 131 ₹75,770.4 | 150 ₹86,760 | 123 ₹71,143.2 | 120 ₹69,408 | 145 ₹83,868 | 118 ₹68,251.2 Lowest |
| 3.00 | b. 2 to 3 mt. | 154 | 1 Cum. | 131 ₹20,174 Lowest | 150 ₹23,100 | 134 ₹20,636 | 150 ₹23,100 | 160 ₹24,640 | 133 ₹20,482 |
| 4.00 | c. 3 to 4 mt. | 154 | 1 Cum. | 131 ₹20,174 Lowest | 150 ₹23,100 | 146 ₹22,484 | 150 ₹23,100 | 170 ₹26,180 | 148 ₹22,792 |
| 5.00 | Earth work excavation for Open foundation for drains (excluding refilling) width upto 1.25 m
a. 0 to 2 mt. | 19.2 | 1 Cum. | 131 ₹2,515.2 Lowest | 500 ₹9,600 | 184 ₹3,532.8 | 200 ₹3,840 | 220 ₹4,224 | 189 ₹3,628.8 |
| 6.00 | Providing pre-constructional Antitermite treatment including cost of chemicals labour | 1,527.7 | 1 Sqm | 31 ₹47,358.7 | 30 ₹45,831 | 28 ₹42,775.6 Lowest | 30 ₹45,831 | 35 ₹53,469.5 | 28 ₹42,775.6 Lowest |
| 7.00 | Supplying and filling in foundation and basement with crushed stone sand in layers of 150 mm thickness | 247.8 | 1 Cum. | 1,500 ₹3,71,700 Lowest | 1,750 ₹4,33,650 | 1,844 ₹4,56,943.2 | 1,500 ₹3,71,700 Lowest | 2,160 ₹5,35,248 | 1,988 ₹4,92,626.4 |
| 8.00 | Supplying and filling with 40mm size Hard broken stone jelly in foundation and basement | 48 | 1 Cum. | 600 ₹28,800 Lowest | 1,500 ₹72,000 | 1,387 ₹66,576 | 1,000 ₹48,000 | 1,000 ₹48,000 | 1,578 ₹75,744 |
| 9.00 | Supplying and filling with 20mm size Hard broken stone jelly in foundation and basement | 48 | 1 Cum. | 600 ₹28,800 Lowest | 2,000 ₹96,000 | 1,841 ₹88,368 | 1,500 ₹72,000 | 1,500 ₹72,000 | 2,066 ₹99,168 |
| 10.00 | Filling with Excavated Earth | 183.2 | 1 Cum. | 40 ₹7,328 Lowest | 50 ₹9,160 | 42 ₹7,694.4 | 40 ₹7,328 Lowest | 50 ₹9,160 | 40 ₹7,328 Lowest |
Tender Value
Refer Docs
EMD Value
₹22.9 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Superintending Engineer / CC
No.132, E.V.R.Salai, Kilpauk, Chennai-10
Construction of Girls Student Hostel building with 1000 nos of Beds capacity G plus 10 at Quaid E Millath Government Womens College campus at Anna Salai in Chennai city
2026_TNPHC_675332_1
SE/CC/DB/622/2026
Open Tender
Civil Works
Lump-sum
330 days
Anna Salai in Chennai city
Construction of Girls Student Hostel building with 1000 nos of Beds capacity G plus 10 at Quaid E Millath Government Womens College campus at Anna Salai in Chennai city
9 documents required · 9 mandatory
₹0
₹22.9 L
12 Jun 2026
27 Mar 2026
17 Apr 2026
27 Mar 2026
15 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work excavation in all soils (including refilling)
a) 0 to 2 mt. | - | 1 Cum. | - | - |
| - | Earth work excavation for Open foundation (excluding refilling)
a) 0 to 2 mt. | - | 1 Cum. | - | - |
| - | b. 2 to 3 mt. | - | 1 Cum. | - | - |
| - | c. 3 to 4 mt. | - | 1 Cum. | - | - |
| - | Earth work excavation for Open foundation for drains (excluding refilling) width upto 1.25 m
a. 0 to 2 mt. | - | 1 Cum. | - | - |
| - | Providing pre-constructional Antitermite treatment including cost of chemicals labour | - | 1 Sqm | - | - |
| - | Supplying and filling in foundation and basement with crushed stone sand in layers of 150 mm thickness | - | 1 Cum. | - | - |
| - | Supplying and filling with 40mm size Hard broken stone jelly in foundation and basement | - | 1 Cum. | - | - |
| - | Supplying and filling with 20mm size Hard broken stone jelly in foundation and basement | - | 1 Cum. | - | - |
| - | Filling with Excavated Earth | - | 1 Cum. | - | - |
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