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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | ₹18.9 L | L1 | Accepted-Finance Quoted Below |
| 2 | L2₹19.8 L+₹95,521.69 (5.06%)Rejected-Finance | ₹19.8 L+₹95,521.69 (5.06%) | L2 | Rejected-Finance Quoted Above |
| Sl No | Description | Qty | Unit | K.B.Subbaiyan L2 | PTK and CO L1 |
|---|---|---|---|---|---|
| 1.00Name of Work: Construction of 30000 litre OHT at Anna Nagar H/o Bellathi Panchayat | |||||
| 2.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 25.72 | Cum | 270 ₹6,944.4 | 263.5 ₹6,777.22 Lowest |
| 3.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1.84 | Cum | 1,800 ₹3,312 | 1,713.3 ₹3,152.47 Lowest |
| 4.00 | Cement concrete 1:4:8 (One of cement, Four of sand and Eight of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.. | 2.45 | Cum | 5,350 ₹13,107.5 | 5,321 ₹13,036.45 Lowest |
| 5.00 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. PLANE SURFACE - Below Ground level | 12.99 | Sqm | 500 ₹6,495 Lowest | 547 ₹7,105.53 |
| 6.00 | 0 to 3.30m | 22.83 | Sqm | 1,100 ₹25,113 | 1,095 ₹24,998.85 Lowest |
| 7.00 | 5.31 - 6.30m | 40.28 | Sqm | 1,300 ₹52,364 | 1,202 ₹48,416.56 Lowest |
| 8.00 | Curved surface -5.31-6.30m | 2.97 | Sqm | 1,800 ₹5,346 | 1,750 ₹5,197.5 Lowest |
| 9.00 | 6.31 - 7.30m | 23.42 | Sqm | 1,800 ₹42,156 | 1,785.5 ₹41,816.41 Lowest |
| 10.00 | 7.31 - 8.30m | 25.93 | Sqm | 1,900 ₹49,267 | 1,821.5 ₹47,231.5 Lowest |
Tender Value
₹19.7 L
EMD Value
₹19,700
Closing Date
10 Feb 2026, 3:00 pmClosed
Block Development Officer (BP), Karamadai
Block Development Office, Karamadai
Construction of 30000 litre OHT at Anna Nagar H/o Bellathi Panchayat under Union General Fund 2025-26 in Karamadai Block,Coimbatore District
2026_RDTN_652252_1
Roc No.912/2025/A2 Dt.02.02.2026
Open Tender
Civil Works
Item Rate
180 days
Karamadai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹19,700
15 Sept 2026
6 Feb 2026
10 Feb 2026
6 Feb 2026
10 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: Construction of 30000 litre OHT at Anna Nagar H/o Bellathi Panchayat | - | - | - | - |
| 2 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 25.72 | Cum | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1.84 | Cum | - | - |
| 4 | Cement concrete 1:4:8 (One of cement, Four of sand and Eight of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.. | 2.45 | Cum | - | - |
| 5 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. PLANE SURFACE - Below Ground level | 12.99 | Sqm | - | - |
| 6 | 0 to 3.30m | 22.83 | Sqm | - | - |
| 7 | 5.31 - 6.30m | 40.28 | Sqm | - | - |
| 8 | Curved surface -5.31-6.30m | 2.97 | Sqm | - | - |
| 9 | 6.31 - 7.30m | 23.42 | Sqm | - | - |
| 10 | 7.31 - 8.30m | 25.93 | Sqm | - | - |
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