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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | A1₹32.6 LAccepted-Finance | ₹32.6 L | A1 | Accepted-Finance ok |
| 2 | Rejected-Technical | - | - | Rejected-Technical A2 |
| Sl No | Description | Qty | Unit | ALEX FOUNDATION L1 |
|---|---|---|---|---|
| 1.00 | Earthwork excavating for open cutting and depositing on Bank within initial lead of 10mt and lift of 2m in Hard stiff clay , stiff black cotton , hard red earth, shales ,murram, gravel , stoney earth and earth mixed with small size boulders etc., complete complying with standard specification. | 36 | m3 | 6,192 ₹6,192 Lowest |
| 2.00 | Sinking well in hard stiff clay , light black cotton soil , hadr red earth , shales , murram, gravel , stoney earth and earth mixed with small size boulders and hard gravelly soil including bailing or pumping charges if necessary etc. complete - For 4 M Internal dia I. Depth - 2 Meters | 4 | Rm | 41,320 ₹41,320 Lowest |
| 2.10 | II. Depth - 2 Meters | 4 | Rm | 79,100 ₹79,100 Lowest |
| 2.20 | III. Depth - 2 Meters | 4 | Rm | 1,58,068 ₹1,58,068 Lowest |
| 3.00 | Earthwork excavating for foundation and depositing on Bank within initial lead of 10mt and lift of 2m in Hard stiff clay , stiff black cotton , hard red earth, shales ,murram, gravel , stoney earth and earth mixed with small size boulders etc., complete complying with standard specification. | 13 | m3 | 4,485 ₹4,485 Lowest |
| 4.00 | Cement concrete in 1:4:8[one cement and five sand and ten aggregate ] using 40 mm size ISS grade machine crushed chips including the cost of mixinglaying curing etc., complete complying with standard specification. For GLR, well and pump room | 3 | m3 | 22,359 ₹22,359 Lowest |
| 5.00 | Random rubble masonry in c.m 1: 5 (one cement five sand) using best new rough and bond stones including simultaneous pointing above ground level with the same mortor including curing, cost and conveyance of all materials and labour charges etc,complete as per SS. For Well and Pump room | 8 | m3 | 75,496 ₹75,496 Lowest |
| 6.00 | Supplying and Erecting Steel Centering for sides and soffits including supports and strutting plane surfaces such as RCC Slabs, Rectangular Beams, TEE or ELL Beams, Lintels, Bed blocks, Staircase waist and Landing slabs, Landing Beams, canopy etc., with all cross brasings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened with welded MS angles of size 25mmx25mmx3mm for boarding laid over silver oak (CW) joists of size 10cmx6.5 cm spaced at about 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c etc., complete complying with standard specification and as Directed . For Curved centering - For GLR,Well | 350 | m2 | 2,56,900 ₹2,56,900 Lowest |
| 6.10 | For Plain centering (upto 1 m Height)-For Well and Pumproom | 8 | m2 | 5,336 ₹5,336 Lowest |
| 6.20 | For Plain centering ( 3.29 m Height) -For GLR Outer And Well | 13 | m2 | 19,045 ₹19,045 Lowest |
Tender Value
₹39 L
EMD Value
₹39,000
Closing Date
14 Aug 2026, 3:00 pmClosed
The Executive Officer, Ketti Town Panchayat
Ketti Town Panchayat, Ketti, The Nilgiris.
Providing Well, Pumproom, Pipeline and Submersible Pumpset for Manthada and Gandhipettai In Ketti Town Panchayat.
2026_DTP_692014_1
143-2/2026
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
120 days
Ketti
Mentioned in Tender Document
3 documents required · 3 mandatory
₹0
₹39,000
11.08.2026
19 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
14 Aug 2026
7 Aug 2026
7 Aug 2026 - 14 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavating for open cutting and depositing on Bank within initial lead of 10mt and lift of 2m in Hard stiff clay , stiff black cotton , hard red earth, shales ,murram, gravel , stoney earth and earth mixed with small size boulders etc., complete complying with standard specification. | 36 | m3 | - | - |
| 2 | Sinking well in hard stiff clay , light black cotton soil , hadr red earth , shales , murram, gravel , stoney earth and earth mixed with small size boulders and hard gravelly soil including bailing or pumping charges if necessary etc. complete - For 4 M Internal dia I. Depth - 2 Meters | 4 | Rm | - | - |
| 2.1 | II. Depth - 2 Meters | 4 | Rm | - | - |
| 2.2 | III. Depth - 2 Meters | 4 | Rm | - | - |
| 3 | Earthwork excavating for foundation and depositing on Bank within initial lead of 10mt and lift of 2m in Hard stiff clay , stiff black cotton , hard red earth, shales ,murram, gravel , stoney earth and earth mixed with small size boulders etc., complete complying with standard specification. | 13 | m3 | - | - |
| 4 | Cement concrete in 1:4:8[one cement and five sand and ten aggregate ] using 40 mm size ISS grade machine crushed chips including the cost of mixinglaying curing etc., complete complying with standard specification. For GLR, well and pump room | 3 | m3 | - | - |
| 5 | Random rubble masonry in c.m 1: 5 (one cement five sand) using best new rough and bond stones including simultaneous pointing above ground level with the same mortor including curing, cost and conveyance of all materials and labour charges etc,complete as per SS. For Well and Pump room | 8 | m3 | - | - |
| 6 | Supplying and Erecting Steel Centering for sides and soffits including supports and strutting plane surfaces such as RCC Slabs, Rectangular Beams, TEE or ELL Beams, Lintels, Bed blocks, Staircase waist and Landing slabs, Landing Beams, canopy etc., with all cross brasings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened with welded MS angles of size 25mmx25mmx3mm for boarding laid over silver oak (CW) joists of size 10cmx6.5 cm spaced at about 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c etc., complete complying with standard specification and as Directed . For Curved centering - For GLR,Well | 350 | m2 | - | - |
| 6.1 | For Plain centering (upto 1 m Height)-For Well and Pumproom | 8 | m2 | - | - |
| 6.2 | For Plain centering ( 3.29 m Height) -For GLR Outer And Well | 13 | m2 | - | - |
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