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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC NEAR SADHURAM SCHOOL RAGHUNATHGANJ KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | ₹24.6 L | L1 | Accepted-AOC Eligible |
| 2 | L2₹24.8 L+₹19,278.88 (0.78%)Rejected-AOC | ₹24.8 L+₹19,278.88 (0.78%) | L2 | Rejected-AOC Not Eligible |
| Sl No | Description | Qty | Unit | V.V.AND CO L2 | SURESH & CO L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B a) First depth of 2m | 33.64 | 1m3 | 265 ₹8,914.6 | 263.5 ₹8,864.14 Lowest |
| 2.00 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B a) First depth of 2m | 33.64 | 1m3 | 265 ₹8,914.6 | 263.5 ₹8,864.14 Lowest |
| 3.00 | II depth In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 7.57 | 1m3 | 395 ₹2,990.15 | 392 ₹2,967.44 Lowest |
| 4.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 3.36 | 1m3 | 2,020 ₹6,787.2 | 2,019 ₹6,783.84 Lowest |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.1.50m to 4.50m below GL | 5.05 | 1m3 | 5,800 ₹29,290 | 5,796 ₹29,269.8 Lowest |
| 6.00 | RCC M30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete,Column footing below 1.50 m from GL | 8.77 | 1m3 | 9,255 ₹81,166.35 Lowest | 9,255 ₹81,166.35 Lowest |
| 7.00 | Column below GL upto 1.50 m | 0.54 | 1m3 | 9,255 ₹4,997.7 Lowest | 9,255 ₹4,997.7 Lowest |
| 8.00 | 0 - 4.50 m Above GL | 5 | 1m3 | 9,396 ₹46,980 Lowest | 9,396 ₹46,980 Lowest |
| 9.00 | 4.50 m to 7.32 m Above GL: | 1.02 | 1m3 | 9,674 ₹9,867.48 Lowest | 9,674 ₹9,867.48 Lowest |
| 10.00 | 7.32 m to 10.98 m Above GL | 3.01 | 1m3 | 9,952 ₹29,955.52 Lowest | 9,952 ₹29,955.52 Lowest |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
11 Feb 2026, 3:00 pmClosed
EXECUTIVE OFFICER
EXECUTIVE OFFICER POOLAMPATTI TOWN PANCHAYAT
Water Supply Improvement (0.60 LL OHT) in Poolampatti Town Panchayat
2026_DTP_649129_1
57/2026
Open Tender
Civil Works
Works
180 days
POOLAMPATTI TOWN PANCHAYAT
as per Norms
3 documents required · 3 mandatory
₹0
₹60,000
9 May 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
30 Jan 2026 - 11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B a) First depth of 2m | 33.64 | 1m3 | - | - |
| 2 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B a) First depth of 2m | 33.64 | 1m3 | - | - |
| 3 | II depth In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 7.57 | 1m3 | - | - |
| 4 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 3.36 | 1m3 | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL.1.50m to 4.50m below GL | 5.05 | 1m3 | - | - |
| 6 | RCC M30 design mix using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete,Column footing below 1.50 m from GL | 8.77 | 1m3 | - | - |
| 7 | Column below GL upto 1.50 m | 0.54 | 1m3 | - | - |
| 8 | 0 - 4.50 m Above GL | 5 | 1m3 | - | - |
| 9 | 4.50 m to 7.32 m Above GL: | 1.02 | 1m3 | - | - |
| 10 | 7.32 m to 10.98 m Above GL | 3.01 | 1m3 | - | - |
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