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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹18.4 LAccepted-AOC | ₹18.4 L | I | Accepted-AOC lowest rate |
| 2 | II₹18.5 LRejected-Finance | ₹18.5 L | II | Rejected-Finance High Rate |
| 3 | III₹19.2 LRejected-Finance | ₹19.2 L | III | Rejected-Finance high Rate |
| Sl No | Description | Qty | Unit | D. NESAMONY L1 | P.JAYAKUMAR L3 | Gopu Kumar L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial 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 SS.20B For Foundation
1 st depth of 2m | 132 | m3 | 246 ₹32,472 | 265 ₹34,980 | 263 ₹34,716 |
| 2.00 | Supply, collection and filling of M.Sand from approved quarry including all cost and conveyance to site, stacking them on road side to departmental gauge for the take premeasurement. Each layer not more than 15cm thick and consolidation properly etc complete. TNDSS No : 301 & 305 | 9 | m3 | 1,549 ₹13,941 | 279 ₹2,511 | 280 ₹2,520 |
| 3.00 | Plain cement concrete Using 1:4:8 mix (One cement, four Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. | 9 | m3 | 5,113 ₹46,017 | 5,480 ₹49,320 | 5,475 ₹49,275 |
| 4.00 | Reinforced cement concrete 1:11/2:3 (one cement one and half sand and three aggregate) using 20mm size I.S.S. metal including cost conveyance of materials to site and all labour charges etc., mixing laying consolidating curring etc., but excluding cost of steel etc., complete as per standard specification as per TNDSS NO: 30 V,VI (S3) VII-3
Below GL 1.50m to 4.50m depth from G.L | 14.39 | m3 | 9,026 ₹1.3 L | 8,300 ₹1.2 L | 9,600 ₹1.4 L |
| 5.00 | Below G.L upto 1.50m depth | 7.1 | m3 | 8,896 ₹63,161.60 | 8,200 ₹58,220 | 8,600 ₹61,060 |
| 6.00 | Above G.L upto 4.50m height | 10.45 | m3 | 9,028 ₹94,342.60 | 8,280 ₹86,526 | 8,900 ₹93,005 |
| 7.00 | Above G.L 4.50m to 7.32m height | 20.48 | m3 | 9,288 ₹1.9 L | 8,600 ₹1.8 L | 9,200 ₹1.9 L |
| 8.00 | Above G.L 7.32m to 10.98m height | 18.36 | m3 | 9,547 ₹1.8 L | 8,770 ₹1.6 L | 9,600 ₹1.8 L |
| 9.00 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 PLAIN SURFACE
Below G.L & Upto 3.30m height | 82.94 | m2 | 1,023 ₹84,847.62 | 1,090 ₹90,404.60 | 600 ₹49,764 |
| 10.00 | From 3.30m to 4.30m height | 34.37 | m2 | 1,200 ₹41,244 | 1,200 ₹41,244 | 1,400 ₹48,118 |
Tender Value
₹23 L
EMD Value
₹23,000
Closing Date
20 Jan 2026, 3:00 pmClosed
Executive Officer
-
Construction of 1.00 Lakh Litre capacity OHT at Arattukalal and Providing Pumping main supply line in Pacode Town Panchayat.15th Finance 2024 -2025
2026_DTP_644345_1
99/2025/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
90 days
Pacode
-
2 documents required · 2 mandatory
₹0
₹23,000
29 Jan 2026
17 Jan 2026
20 Jan 2026
17 Jan 2026
20 Jan 2026
17 Jan 2026
17 Jan 2026 - 20 Jan 2026
Earth work excavating and depositing on bank with initial lead of 10 m & initial 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 SS.20B For Foundation 1 st depth of 2m
Supply, collection and filling of M.Sand from approved quarry including all cost and conveyance to site, stacking them on road side to departmental gauge for the take premeasurement. Each layer not more than 15cm thick and consolidation properly etc complete. TNDSS No : 301 & 305
Plain cement concrete Using 1:4:8 mix (One cement, four Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications.
Reinforced cement concrete 1:11/2:3 (one cement one and half sand and three aggregate) using 20mm size I.S.S. metal including cost conveyance of materials to site and all labour charges etc., mixing laying consolidating curring etc., but excluding cost of steel etc., complete as per standard specification as per TNDSS NO: 30 V,VI (S3) VII-3 Below GL 1.50m to 4.50m depth from G.L
Below G.L upto 1.50m depth
Above G.L upto 4.50m height
Above G.L 4.50m to 7.32m height
Above G.L 7.32m to 10.98m height
Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 PLAIN SURFACE Below G.L & Upto 3.30m height
From 3.30m to 4.30m height
From 6.30m to 7.30m height
CURVED SURFACE Below G.L & Upto 3.30m height
From 3.30m to 4.30m height
From 6.30m to 7.30m height
SQUARE COLUMN Below G.L & Upto 3.30m height
From 3.30mto 4.30 height
From 4.30 to 5.30m height
From 5.30 m to 6.30m height
From 6.30 m to 7.30m height
CIRCULAR COLUMN Below G.L and upto 3.30m height
From 3.30mto 4.30 height
Stage 4.30 to 5.30m height
Stage 5.30 m to 6.30m height
Stage 6.30 m to 7.30m height
Supplying, fabricating and placing in position of mild steel or TMT rods, including cost of steel and binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete as per SS. TNDSS NO: 97 V,VI (S6) VII (S6) VII-3
Supply and fixing of R.C.C (1:1.5:3) tank inside access ladder mado of 20mm size HBG metal including cost of all materials, centering, shutering. strutting, fabrication and placing in position of reinforcement,finishing and curing etc complete
Supplying and fixing in position of 0.60x0.60m water light CI Man hole frame and cove of approved pattern at the roof slab and as directed. The man hole frame and cover should be of light duty and confirming to IS 1726-1974
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