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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | ₹9.7 L | L1 | Accepted-AOC OK |
| 2 | L2₹9.7 L+₹4,415.53 (0.46%)Rejected-AOC ARIYALUR | TAMIL NADU | 608901 | ₹9.7 L+₹4,415.53 (0.46%) | L2 | Rejected-AOC OK |
| 3 | L3₹9.9 L+₹25,258.11 (2.61%)Rejected-AOC | ₹9.9 L+₹25,258.11 (2.61%) | L3 | Rejected-AOC OK |
| 4 | L4₹10.1 L+₹43,703.43 (4.51%)Rejected-AOC | ₹10.1 L+₹43,703.43 (4.51%) | L4 | Rejected-AOC OK |
| Sl No | Description | Qty | Unit | K.Rajavel L2 | M/s.J.G Construction L1 | Chinnusamy P L3 | P.Prakash L4 |
|---|---|---|---|---|---|---|---|
| 1.00Constructon of 30,000 L OHT (7.5m Stage) at Kal road H/O Minnampalli Under Mines and Minerals Scheme 2025-26 at Puduchatram Panchayat Union of Namakkal District. | |||||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD 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 | 55.02 | cum | 247.95 ₹13,642.21 | 112 ₹6,162.24 Lowest | 253.23 ₹13,932.71 | 245 ₹13,479.9 |
| 3.00 | Soft disintegrated Rock kankar Laterite Ist Depth of2.0m | 6.35 | cum | 259.63 ₹1,648.65 Lowest | 960 ₹6,096 | 265.15 ₹1,683.7 | 276.2 ₹1,753.87 |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 4.23 | cum | 5,003.3 ₹21,163.96 | 920 ₹3,891.6 Lowest | 5,109.75 ₹21,614.24 | 5,316.27 ₹22,487.82 |
| 5.00 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks for 10 cum | 0.8 | cum | 6,230.98 ₹4,984.78 Lowest | 8,500 ₹6,800 | 6,363.55 ₹5,090.84 | 6,674.35 ₹5,339.48 |
| 6.00 | Brick work in cement mortar 1:5 mix using Fly Ash Bricks and conveyance of all materials to site and all labour charges etc complete -10 cum | 0.39 | cum | 6,931.88 ₹2,703.43 Lowest | 8,610 ₹3,357.9 | 7,079.37 ₹2,760.95 | 7,270.35 ₹2,835.44 |
| 7.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. | |||||||
| 8.00 | For items 1.5m to 4.5m below GL | 3.64 | cum | 8,655.52 ₹31,506.09 Lowest | 9,175.75 ₹33,399.73 | 8,839.68 ₹32,176.44 | 9,232.29 ₹33,605.54 |
| 9.00 | For items 0 to 1.50m below GL | 1.44 | cum | 8,525.08 ₹12,276.12 Lowest | 8,600 ₹12,384 | 8,706.46 ₹12,537.3 | 9,091.22 ₹13,091.36 |
| 10.00 | For items 0m to 4.5m above GL | 2.41 | cum | 8,657.68 ₹20,865.01 | 8,500 ₹20,485 Lowest | 8,841.89 ₹21,308.95 | 9,229.99 ₹22,244.28 |
Tender Value
₹10.6 L
EMD Value
₹10,550
Closing Date
21 Jul 2026, 3:00 pmClosed
Block Development Officer VP
Block Development Officer VP, Puduchatram
Construction of 30000L OHT at Minnampalli Under Mines and Minerals 2025-26 Scheme at Puduchatram Panchayat Union of Namakkal District
2026_RDTN_684565_1
1969/2026/T3/07.07.2026
Open Tender
Civil Works
Item Rate
Puduchatram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10,550
Yes
12 Aug 2026
8 Jul 2026
21 Jul 2026
8 Jul 2026
21 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Constructon of 30,000 L OHT (7.5m Stage) at Kal road H/O Minnampalli Under Mines and Minerals Scheme 2025-26 at Puduchatram Panchayat Union of Namakkal District. | - | - | - | - |
| - | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD 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 | 55.02 | cum | - | - |
| - | Soft disintegrated Rock kankar Laterite Ist Depth of2.0m | 6.35 | cum | - | - |
| - | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 4.23 | cum | - | - |
| - | Cement concrete 1:2:4 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for bed blocks for 10 cum | 0.8 | cum | - | - |
| - | Brick work in cement mortar 1:5 mix using Fly Ash Bricks and conveyance of all materials to site and all labour charges etc complete -10 cum | 0.39 | cum | - | - |
| - | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. | - | - | - | - |
| - | For items 1.5m to 4.5m below GL | 3.64 | cum | - | - |
| - | For items 0 to 1.50m below GL | 1.44 | cum | - | - |
| - | For items 0m to 4.5m above GL | 2.41 | cum | - | - |
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