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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC accept | |
| 2 | L2₹14.5 L+₹29,706.24 (2.09%)Rejected-Finance 17 A SHYAMA JI PURAM I I T SOCIETY IIT KALYANPUR KANPUR UTTAR PRADESH 208016 | KANPUR NAGAR | UTTAR PRADESH | 208016 | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | KRISHNA AND CO L2 | SRI MURUGAN CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 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 and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B | 1,908 | M | 241.07 ₹4,59,961.56 | 236.28 ₹4,50,822.24 Lowest |
| 2.00supply and delivery of pvc and G.I pipe and speciels etc completed | |||||
| 2.01 | 90mm HDPE PN6 | 250.5 | M | 255.51 ₹4,87,513.08 | 250.48 ₹4,77,915.84 Lowest |
| 2.02 | 80mm gm GI gate valve | 5,877.1 | No | 5,994.64 ₹2,09,812.4 | 5,876.8 ₹2,05,688 Lowest |
| 2.03 | 80mm GI pipe | 750.6 | No | 765.61 ₹1,65,371.76 | 750.58 ₹1,62,125.28 Lowest |
| 2.04 | 80mm GI ELBOW | 513 | No | 523.26 ₹47,093.4 | 512.88 ₹46,159.2 Lowest |
| 2.05 | 80mm GI reducer | 570.2 | No | 581.6 ₹17,448 | 570 ₹17,100 Lowest |
| 2.06 | 80mm GI FLANCH | 445.2 | No | 454.1 ₹40,869 | 445.02 ₹40,051.8 Lowest |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer, Kariapatti Town Panchayat
Town Panchayat Office, Kariapatti
Replecement of pipe line at Bazar Culvert to Madurai Mukku road High way main West side in Kariapatti Town Panchayat.
2026_DTP_644416_1
190/2025/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
30 days
Kariapatti
Contractor Class I
4 documents required · 4 mandatory
₹0
₹17,000
Yes
23 Mar 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 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 and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B
supply and delivery of pvc and G.I pipe and speciels etc completed
90mm HDPE PN6
80mm gm GI gate valve
80mm GI pipe
80mm GI ELBOW
80mm GI reducer
80mm GI FLANCH
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