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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.2 LAccepted-AOC | ₹16.2 L | 1 | Accepted-AOC AOC |
| 2 | 2₹16.3 LRejected-Finance | ₹16.3 L | 2 | Rejected-Finance Highest Value Quoted |
| Sl No | Description | Qty | Unit | MANIKANDAN(CHENDUR CONSTRUCTION) L2 | VELAUTHAM BALASUBRAMANIAN L1 |
|---|---|---|---|---|---|
| 1.00Construction of of 30000 Lit Capacity OHT at Thidiyur in Thidiyur 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 ₹10,324.40 | 263.7 ₹10,273.75 |
| 4.00 | 2 nd Depth | 6.78 | M3 | 270 ₹1,830.60 | 268.3 ₹1,819.07 |
| 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 | 1,730 ₹3,615.70 | 1,725.1 ₹3,605.46 |
| 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. | 3.61 | M3 | 5,345 ₹19,295.45 | 5,328.75 ₹19,236.79 |
| 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 | 8,945 ₹50,539.25 | 8,939.7 ₹50,509.31 |
| 9.00 | Below G.L upto 1.50m depth | 1.75 | M3 | 9,080 ₹15,890 | 9,078.45 ₹15,887.29 |
| 10.00 | Above G.L upto 4.50m height | 2.83 | M3 | 9,085 ₹25,710.55 | 9,080.75 ₹25,698.52 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
6 Jan 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER (V.PT) PALAYAMKOTTAI
BLOCK DEVELOPMENT OFFICER (V.PT) PALAYAMKOTTAI
Construction of 30000 litre Capacity OHT at Thidiyur in Thidiyur Panchayat at Palayamkottai Panchayat Union
2025_RDTN_637907_2
B2/5489/2025
Open Tender
Construction Works
80 days
BLOCK DEVELOPMENT OFFICER (V.PT) PALAYAMKOTTAI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,710
7 Apr 2026
31 Dec 2025
6 Jan 2026
31 Dec 2025
6 Jan 2026
31 Dec 2025
Amount
Construction of of 30000 Lit Capacity OHT at Thidiyur in Thidiyur 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.
Fabrication supply delivery and fixing MS Ladder including all labour charges etc complete
Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974
Refilling the basement with excavated earth in layer not more than 15 Cm. complying the Standard specification
Pipe line arrangements
Supply and delivery 110mm, 75 mm Pvc / 65 mm GI pipe including cost and Conveyance etc complete.,
110 mm Pvc 10 ksc
75 mm Pvc 4 ksc
65 mm GI Pipe
Earth Work Excavation in all Classes of Soil For Pipeline including all cost and Conveyance etc Complete
Laying the pipe with proper gradiant including all labours etc complete.,
Refilling earth work excavation in Trenches including all labours etc Complete
MANIKANDAN(CHENDUR CONSTRUCTION) (BID ID -1552555)
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