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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.4 LAccepted-AOC | ₹12.4 L | 1 | Accepted-AOC AOC |
| 2 | 2₹12.4 LRejected-Finance | ₹12.4 L | 2 | Rejected-Finance Highest Value Quoted |
| Sl No | Description | Qty | Unit | S VEERAPUTHIRAN L2 | S SARAVANA MURUGAN L1 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 Lit Capacity OHT in Adaimethipankulam Village at Tharuvai Panchayat @ Palayamkottai Panchayat union | |||||
| 2.00Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | |||||
| 3.00 | First depth of 2m | 38.96 | M3 | 265 ₹10,325.20 | 263.75 ₹10,276.49 |
| 4.00 | 2 nd Depth | 6.78 | M3 | 265 ₹1,795.64 | 263.75 ₹1,787.17 |
| 5.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 2.09 | M3 | 1,690 ₹3,525.34 | 1,689.75 ₹3,524.82 |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 3.6 | M3 | 5,282 ₹19,041.61 | 5,281.1 ₹19,038.37 |
| 7.00RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departme | |||||
| 8.00 | Below 1.50m to 4.50m depth from G.L | 5.65 | M3 | 8,892 ₹50,239.80 | 8,891.95 ₹50,239.52 |
| 9.00 | Below G.L upto 1.50m depth | 1.75 | M3 | 9,032 ₹15,796.97 | 9,030.7 ₹15,794.69 |
| 10.00 | Above G.L upto 4.50m height | 2.83 | M3 | 9,035 ₹25,560.02 | 9,033 ₹25,554.36 |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
2 Mar 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (V.Pt) PALAYAMKOTTAI
BLOCK DEVELOPMENT OFFICER (V.Pt) PALAYAMKOTTAI
Construction Of 30000 Lit Capacity OHT in Adaimethipankulam Village at Tharuvai Panchayat at Palayamkottai Panchayat Union
2026_RDTN_666659_3
B2/5489/2026
Open Tender
Construction Works
80 days
BLOCK DEVELOPMENT OFFICER (V.Pt) PALAYAMKOTTAI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,000
7 Apr 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
2 Mar 2026
25 Feb 2026
Construction of 30000 Lit Capacity OHT in Adaimethipankulam Village at Tharuvai Panchayat @ Palayamkottai Panchayat union
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart
First depth of 2m
2 nd Depth
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departme
Below 1.50m to 4.50m depth from G.L
Below G.L upto 1.50m depth
Above G.L upto 4.50m height
Above 4.50m to 7.32m ht., from G.L
Above 7.32m to 10.98m ht., from G.L
Above 10.98m to 14.64m ht., from G.L
Above 14.64m ht., to 18.30m ht.,
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACES
Below G.L Upto 3.30m ht.,
From 3.30m to 4.30m ht.
From 5.30m ht., to 6.30m ht.
From 8.30m to 9.30m ht.
From 11.31m to 12.30m ht.
CURVED SURFACE
Upto 0-3.30 m,
SQUARE COLUMN
Below G.L.
Ground level to 3.30 m
From 3.30m to 4.30m ht.,
From 4.30m to 5.30m ht.,
From 5.30m to 6.30m ht.,
From 6.30m to 7.30m ht.,
From 7.30m to 8.30m ht.,
From 8.30m ht., to 9.30m ht.,
From 9.30m ht., to 10.30m ht.,
From 10.30m ht., to 11.30m ht.,
From 11.30m to 12.30m ht., from G.L
Cement Painting two coats 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.
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment officers.
Refilling the basement with excavated earth in layer not more than 15 Cm. complying the Standard specification
Supply and delivery of 65mm / 50mm dia GI. pipe including all cost and conveyance etc complete.
75 mm Pvc 4 ksc
65 mm GI Pipe
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