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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC | ₹34.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.6 L+₹82,299.72 (2.37%)Rejected-AOC | ₹35.6 L+₹82,299.72 (2.37%) | L2 | Rejected-AOC L2 |
| 3 | L3₹37.0 L+₹2.3 L (6.61%)Rejected-AOC | ₹37.0 L+₹2.3 L (6.61%) | L3 | Rejected-AOC L3 |
| 4 | L4₹37.2 L+₹2.5 L (7.06%)Rejected-AOC | ₹37.2 L+₹2.5 L (7.06%) | L4 | Rejected-AOC L4 |
| 5 | L5₹38.2 L+₹3.5 L (9.99%)Rejected-AOC | ₹38.2 L+₹3.5 L (9.99%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | MURUGAN CONSTRUCTIONS L6 | THREE SQUARE DESIGNERS L4 | vivek kumar A L5 | KST CONSTRUCTION L2 | Sri Selliamman Infra L1 | R Chinnarasu L7 | ALEX FOUNDATION L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 1.00 Lakh Liter OHT 12m Stage at Avathipalayam, Kamaraj Nagar H/O Kaliyanur in Pallipalayam Block of Namakkal District under General Fund - 2026-2027 PPM-1 | ||||||||||
| 2.00Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | ||||||||||
| 3.00 | First depth of 2m | 133.32 | Cum | 255 ₹33,996.6 | 260 ₹34,663.2 | 247.03 ₹32,934.04 | 230 ₹30,663.6 | 225.53 ₹30,067.66 Lowest | 258.5 ₹34,463.22 | 248.37 ₹33,112.69 |
| 4.00 | Second depth of 0.35m | 17.57 | Cum | 255 ₹4,480.35 | 260 ₹4,568.2 | 247.03 ₹4,340.32 | 230 ₹4,041.1 | 225.53 ₹3,962.56 Lowest | 258.5 ₹4,541.85 | 382.2 ₹6,715.25 |
| 5.00 | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 10 | Cum | 1,974 ₹19,740 | 1,700 ₹17,000 | 1,906.28 ₹19,062.8 | 1,790 ₹17,900 | 1,740.38 ₹17,403.8 | 1,994.83 ₹19,948.3 | 867.09 ₹8,670.9 Lowest |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 10 | Cum | 5,581 ₹55,810 | 4,500 ₹45,000 Lowest | 5,388.5 ₹53,885 | 5,050 ₹50,500 | 4,919.55 ₹49,195.5 | 5,638.79 ₹56,387.9 | 5,249.73 ₹52,497.3 |
| 7.00RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | ||||||||||
| 8.00 | Below 1.50m from GL | 22.14 | Cum | 9,330 ₹2,06,566.2 | 7,200 ₹1,59,408 Lowest | 9,015.25 ₹1,99,597.64 | 8,450 ₹1,87,083 | 8,230.68 ₹1,82,227.26 | 9,434 ₹2,08,868.76 | 8,565.38 ₹1,89,637.51 |
| 9.00 | Upto GL | 2.95 | Cum | 9,337 ₹27,544.15 | 8,500 ₹25,075 | 9,015.25 ₹26,594.99 | 8,450 ₹24,927.5 | 8,230.68 ₹24,280.51 Lowest | 9,434 ₹27,830.3 | 8,565.38 ₹25,267.87 |
| 10.00 | Above Gl and Upto 4.50m Height | 7.84 | Cum | 9,335 ₹73,186.4 | 7,500 ₹58,800 Lowest | 9,013.09 ₹70,662.63 | 8,450 ₹66,248 | 8,228 ₹64,507.52 | 9,431.75 ₹73,944.92 | 8,698.46 ₹68,195.93 |
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
10 Jul 2026, 3:00 pmClosed
Block Development Officer (B.P) ,Pallipalayam
Block Development Office ,Pallipalayam
Construction of 1.00 Lakh Liter OHT 12m Stage at Avathipalayam, Kamaraj Nagar H/O Kaliyanur in Pallipalayam Block of Namakkal District under General Fund - 2026-2027
2026_RDTN_683370_1
1938/2026/A2
Open Tender
Civil Works
Item Rate
180 days
Pallipalayam
Requried Document as per schedule
3 documents required · 3 mandatory
₹0
₹42,000
Yes
18 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 1.00 Lakh Liter OHT 12m Stage at Avathipalayam, Kamaraj Nagar H/O Kaliyanur in Pallipalayam Block of Namakkal District under General Fund - 2026-2027 PPM-1 | - | - | - | - |
| - | Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers.
Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | - | - | - | - |
| - | First depth of 2m | 133.32 | Cum | - | - |
| - | Second depth of 0.35m | 17.57 | Cum | - | - |
| - | Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers | 10 | Cum | - | - |
| - | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers. | 10 | Cum | - | - |
| - | RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing | - | - | - | - |
| - | Below 1.50m from GL | 22.14 | Cum | - | - |
| - | Upto GL | 2.95 | Cum | - | - |
| - | Above Gl and Upto 4.50m Height | 7.84 | Cum | - | - |
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