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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 LAccepted-AOC | ₹13.9 L | L1 | Accepted-AOC BID ACCEPTED. HENCE, L1 BIDDER |
| 2 | L2₹14.7 LRejected-AOC | ₹14.7 L | L2 | Rejected-AOC BID REJECTED. HENCE, L2 BIDDER |
| 3 | L3₹14.9 LRejected-AOC | ₹14.9 L | L3 | Rejected-AOC BID REJECTED. HENCE, L3 BIDDER |
| 4 | L4₹15.0 LRejected-AOC | ₹15.0 L | L4 | Rejected-AOC BID REJECTED. HENCE, L4 BIDDER |
| 5 | L5₹15.8 LRejected-AOC | ₹15.8 L | L5 | Rejected-AOC BID REJECTED. HENCE, L5 BIDDER |
| Sl No | Description | Qty | Unit | SRI MANJUNATHA INDUSTRIES L1 | THIRUSENTHUR MURUGHA AND CO L5 | GKV CONSTRUCTION L4 | RAJA ASSOCIATES L3 | A GANESAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earh work Excavation for Foundation in all soils and Sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shorting strutting amd requiring the sides of foundation | 44.13 | M3 | 248 ₹10,944.24 | 263.5 ₹11,628.26 | 200 ₹8,826 Lowest | 248.4 ₹10,961.89 | 245 ₹10,811.85 |
| 2.00 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specificatiors and as directed. | 11.99 | M3 | 5,134.27 ₹61,559.9 | 5,460.5 ₹65,471.4 | 5,200 ₹62,348 | 5,025.9 ₹60,260.54 Lowest | 5,078 ₹60,885.22 |
| 3.00 | Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete | 45.5 | M3 | 439.16 ₹19,981.78 | 467 ₹21,248.5 | 400 ₹18,200 | 399.7 ₹18,186.35 Lowest | 434 ₹19,747 |
| 4.00 | Brick work in CM 1:5mix using country bricks ground moulded of size 23 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. | 1 | M3 | 5,745.35 ₹5,745.35 Lowest | - | - | - | - |
| 5.00 | a) For Foundation and Basement | 9.14 | M3 | 5,745.35 ₹52,512.5 | 6,110.5 ₹55,849.97 | 6,000 ₹54,840 | 5,685.2 ₹51,962.73 | 5,683 ₹51,942.62 Lowest |
| 6.00 | b) For Super Structure in Ground Floor | 25.92 | M3 | 5,832.66 ₹1,51,182.55 | 6,203.5 ₹1,60,794.72 | 6,000 ₹1,55,520 | 5,772.7 ₹1,49,628.38 | 5,769 ₹1,49,532.48 Lowest |
| 7.00 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all 5 reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 2 | MT | 86,406.88 ₹1,72,813.76 | 91,902 ₹1,83,804 | 90,000 ₹1,80,000 | 86,443.4 ₹1,72,886.8 | 85,469 ₹1,70,938 Lowest |
| 8.00 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting up to 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casuarinas props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items. | 1 | M2 | 514.76 ₹514.76 Lowest | - | - | - | - |
| 9.00 | a) Centering below Ground Level | 53.36 | M2 | 514.76 ₹27,467.59 | 547 ₹29,187.92 | 500 ₹26,680 Lowest | 515.7 ₹27,517.75 | 509 ₹27,160.24 |
| 10.00 | b) Rate for Column Post | 32.38 | M2 | 928.35 ₹30,059.97 | 987 ₹31,959.06 | 1,000 ₹32,380 | 1,134.6 ₹36,738.35 | 918 ₹29,724.84 Lowest |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
2 Jul 2026, 3:00 pmClosed
BDO BP DHARAPURAM
BDO BP BDO OFFICE DHARAPURAM
Construction of Jeep Shed in Panchayat Union Office Campus at Nanjiyampalayam H/O Nanjiyampalayam.
2026_RDTN_681497_1
868/2025/A2
Open Tender
Civil Works
Works
NANJIYAMPALAYAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹16,000
Yes
BDO OFFICE DHARAPURAM
29 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earh work Excavation for Foundation in all soils and Sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shorting strutting amd requiring the sides of foundation | 44.13 | M3 | - | - |
| 2 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specificatiors and as directed. | 11.99 | M3 | - | - |
| 3 | Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete | 45.5 | M3 | - | - |
| 4 | Brick work in CM 1:5mix using country bricks ground moulded of size 23 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. | 1 | M3 | - | - |
| 5 | a) For Foundation and Basement | 9.14 | M3 | - | - |
| 6 | b) For Super Structure in Ground Floor | 25.92 | M3 | - | - |
| 7 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all 5 reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. | 2 | MT | - | - |
| 8 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting up to 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casuarinas props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items. | 1 | M2 | - | - |
| 9 | a) Centering below Ground Level | 53.36 | M2 | - | - |
| 10 | b) Rate for Column Post | 32.38 | M2 | - | - |
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