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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.2 LAccepted-AOC | ₹14.2 L | 1 | Accepted-AOC committee decision |
| 2 | 2₹14.2 LRejected-AOC | ₹14.2 L | 2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | RAJAIAH J L2 | MR.P.KALIPANDI, CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in all soils such as Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth etc. complete as per SS 20B | 47.07 | cum | 265 ₹12,473.55 | 263 ₹12,379.41 |
| 2.00 | Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications | 2.3 | cum | 1,925 ₹4,427.50 | 1,924 ₹4,425.20 |
| 3.00 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course. | 3.46 | cum | 5,600 ₹19,376 | 5,597.5 ₹19,367.35 |
| 4.00 | below 1.50m to 4.50m depth from G.L | 7.58 | cum | 9,350 ₹70,873 | 9,347 ₹70,850.26 |
| 5.00 | Below G.L upto 1.50m depth | 1.49 | cum | 9,210 ₹13,722.90 | 9,208 ₹13,719.92 |
| 6.00 | Above G.L upto 4.50m height | 2.57 | cum | 9,350 ₹24,029.50 | 9,349.5 ₹24,028.22 |
| 7.00 | 4.50m to 7.32m from G.L | 1.97 | cum | 9,630 ₹18,971.10 | 9,627.5 ₹18,966.18 |
| 8.00 | 7.32m to 10.98m from G.L | 2.27 | cum | 9,920 ₹22,518.40 | 9,905.5 ₹22,485.49 |
| 9.00 | Above 10.98m to 14.64m ht., | 11.08 | cum | 10,190 ₹1.1 L | 10,183 ₹1.1 L |
| 10.00 | Above 14.64m to 18.30m ht., | 2.77 | cum | 10,470 ₹29,001.90 | 10,461.2 ₹28,977.52 |
Tender Value
Refer Docs
EMD Value
₹17,000
Closing Date
23 Jan 2026, 4:00 pmClosed
persistent, Therkkupappankulam Village Panchayat
persistent, Therkkupappankulam Village Panchayat
providing 30000 lit OHT and pipe line KKI Cluster in Therkkupappankulam panchayat of Ambasamudram panchayat union
2026_RDTN_644053_1
B3/1675/2025
Open Tender
Civil Works
TherkkuPappankulam Panchayat Offiice
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,000
Yes
31 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in all soils such as Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth etc. complete as per SS 20B
Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications
Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course.
below 1.50m to 4.50m depth from G.L
Below G.L upto 1.50m depth
Above G.L upto 4.50m height
4.50m to 7.32m from G.L
7.32m to 10.98m from G.L
Above 10.98m to 14.64m ht.,
Above 14.64m to 18.30m ht.,
Below GL&Upto 3.30m ht.
From 5.30m-6.30m ht.
From 8.30m to 9.30m ht.
From11.30m to 12.30m ht.
Curved Surface 0-3.3m height
upto 3.30m ht.
From 3.3-4.3m height
From 4.3-5.3m height
From 5.30m to 6.30m ht.,
From 6.30m to 7.30m ht.,
From 7.30m to 8.30m ht.,
From 8.30m to 9.30m ht.,
From 9.30m to 10.30m ht.,
From 10.30m to 11.30m ht.,
From 11.30m to 12.30m ht.,
Supplying, fabricating and placing in position of MS & HSD grills for reinforcement for various members including cost of steel for all RCC works as directed by the TWAD Board Officers.
Painting two coats with approved cement paint with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir
Providing and fixing of RCC inner access ladder in M30 concrete for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete and as directed by the Departmental Officers Officers.
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIr
Supply & delivery of 32mm G.I. Pipes (Medium) for Hand rails over roof slab
Supply & delivery of MS flats 40 X 6 mm thick for Hand rails at 0.45 m Height of roof slab (Horizontal)
Supplying and fixing of MS Base plate of 100 mmX100mm X 6mm thick at roof slab top for fixing of 32 mm dia G I (Medium) pipes (vertical)
Supplying and fixing of Anchor fastener bolt 12mm dia of 75mm long in the Base plates
32 mm dia GI Pipe Cutting
32 mm dia GI Pipe Welding
MS Flats cutting
MS Flats Welding
Painting of iron works
Providing and fixing of ventilating arrangements using 110mmPVC cowl.
Providing Manhole cover of size 0.60x0.60 m in RCC 1:11/2:3 mix with suitable reinforcement and 50x50x6mm Ms angle fixed along edges and as directed by the Departmental Officers
Refilling the foundation with excavated earth including all labour charges etc. complete.
65mm GI Pipe
65mm GI Tee
65mm GI bend
65mm GI elbow
65mm GI flangeset
65mm GI hexnipple
65mm GM Gate valve
laying 65mm GI Pipe
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