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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | ₹17.1 L | L1 | Accepted-AOC Lowest amount Quoted |
| 2 | L2₹17.2 L+₹7,048.78 (0.41%)Rejected-Finance | ₹17.2 L+₹7,048.78 (0.41%) | L2 | Rejected-Finance Highest amount Quoted |
| Sl No | Description | Qty | Unit | SUGUMARAN R L1 | S.SEENUVASAN L2 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 lit OHT 12 M Stage AmbedkarTheru in Manakudi Panchayat in Mayiladuthurai Block | |||||
| 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 | 60.5 | cum | 263.7 ₹15,953.85 Lowest | 265 ₹16,032.5 |
| 4.00 | 2 nd Depth | 9.08 | cum | 263.7 ₹2,394.4 Lowest | 265 ₹2,406.2 |
| 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. | 3.03 | cum | 2,540.9 ₹7,698.93 Lowest | 2,545 ₹7,711.35 |
| 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. | 3.03 | cum | 6,527.8 ₹19,779.23 Lowest | 6,530 ₹19,785.9 |
| 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 Department | |||||
| 8.00 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 12.64 | cum | 8,476.2 ₹1,07,147.64 Lowest | 8,480 ₹1,07,195.68 |
| 9.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.8 | cum | 8,358.3 ₹15,061.66 Lowest | 8,360 ₹15,064.72 |
| 10.00 | For column and brace I 0 to 4.5m from GL | 2.88 | cum | 8,476.2 ₹24,428.41 Lowest | 8,480 ₹24,439.36 |
Tender Value
₹17.4 L
EMD Value
₹17,400
Closing Date
19 Dec 2025, 3:00 pmClosed
Block Development Officer (B.P)
Block Development Office Mayiladuthurai
Construction of 30000 lit OHT 12 M Stage Ambedkar Theru in Manakudi Panchayat in Mayiladuthurai Block
2025_RDTN_632854_1
1173/2024/A3 10.12.2025
Open Tender
Civil Works
Item Rate
120 days
Block Development Office Mayiladuthurai
Refer Tender Document
6 documents required · 6 mandatory
₹0
₹17,400
Yes
2 Jan 2026
16 Dec 2025
19 Dec 2025
16 Dec 2025
19 Dec 2025
16 Dec 2025
Amount
Construction of 30000 lit OHT 12 M Stage AmbedkarTheru in Manakudi Panchayat in Mayiladuthurai Block
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 Department
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
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
Below GL
For column footing and GL Brace
GL 0 to 3.30 M
3.30 TO 4.30 m Roof slab
11.30 to 12.30m For Floor Beam and Bottm of Floor slab
SQUARE COLUMN
For column Below GL
For column GL 0 to 3.30M
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.31m to 11.40m )
CURVED SURFACE
For Side Wall, & Floor slab sides and Haunch
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.
Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers
Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers.
Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers
Painting Department emblem 1 x 1 on the SR with enamel paint as per Board's specification and as directed by Deparment officers
Supply & Delivery of following Pipes and specials for OHT connection
Supply of GI Pipes for OHT Connections 65 mm dia
Supply and Delivery of G.M.Gate valve 65mm size
Supply & Delivery of 65 mm G.I Tee
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65 mm G.I bend
Supply & Delivery of 90mm T.Coupler PVC
Supply & Delivery of 80mm x 65mm G.I.Reducer
Supply & Delivery of 65mm G.I.flange set
Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers,
Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers
Provision For Name Board
Provision For Photo Charges
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
S.SEENUVASAN (BID ID -1539675)
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