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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC | ₹22.5 L | L1 | Accepted-AOC Bid Accepted as the Bidder Quoted Lowest Value (L1 Bidder), |
| 2 | L2₹22.7 LRejected-AOC | ₹22.7 L | L2 | Rejected-AOC Bid Rejected as the Bidder Quoted Higher Value (L2 Bidder) |
| Sl No | Description | Qty | Unit | KSS BUILDERS L1 | MIRUTHI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of 60000 Lit OHT Tank (12.00 M Stage ) at Malaiyampalayam H/O Ganapathipalayam | 1 | nos | - | - |
| 2.00 | Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charge | 79.41 | cum | 263.5 ₹20,924.53 | 265 ₹21,043.65 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers | 3.36 | cum | 1,736.5 ₹5,834.64 | 1,740 ₹5,846.40 |
| 4.00 | Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course beyond 1.50m depth below G.L. including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing | 5.05 | cum | 5,356.5 ₹27,050.33 | 5,400 ₹27,270 |
| 5.00 | R.C.C. using M 30 design mix using 20mm HBG stone) for column footing excluding the cost of reinforcement, centering and shuttering but including the cost of mixing, placing, vibrating of concrete curing and finishing etc., complete Below GL upto 1.50 m to 4.50m | 12.25 | cum | 9,039 ₹1.1 L | 9,100 ₹1.1 L |
| 6.00 | 0 - 1.50m Below GL | 2.53 | cum | 8,900.5 ₹22,518.26 | 9,000 ₹22,770 |
| 7.00 | 0 - 1.00 m above GL | 0.49 | cum | 8,900.5 ₹4,361.24 | 9,000 ₹4,410 |
| 8.00 | 1.00 - 4.50 m above GL | 3.51 | cum | 9,041.5 ₹31,735.66 | 9,050 ₹31,765.50 |
| 9.00 | 4.50 m upto 7.32 m above GL | 3.17 | cum | 9,315 ₹29,528.55 | 9,400 ₹29,798 |
| 10.00 | 7.32 m upto 10.98 m above GL | 3.58 | cum | 9,595 ₹34,350.10 | 9,600 ₹34,368 |
Tender Value
₹22.7 L
EMD Value
₹22,700
Closing Date
24 Feb 2026, 3:00 pmClosed
Block Develpoment officer(VP)
Panchayat Union office,Palladam
Construction of 60000 Lit OHT Tank (12.00 M Stage ) at Malaiyampalayam H/O Ganapathipalayam
2026_RDTN_661039_3
3162/2024/A2
Open Tender
Civil Works
Panchayat Union office, Palladam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹22,700
Panchayat Union office,Palladam
26 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
21 Feb 2026
Construction of 60000 Lit OHT Tank (12.00 M Stage ) at Malaiyampalayam H/O Ganapathipalayam
Earth work excavation for foundation and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil including shoring, strutting, bailing out water wherever necessary and all other incidental charge
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers
Cement concrete 1:4:8 (One cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course beyond 1.50m depth below G.L. including the cost of mixing, placing the concrete in position, consolidating finishing the ends complete and curing
R.C.C. using M 30 design mix using 20mm HBG stone) for column footing excluding the cost of reinforcement, centering and shuttering but including the cost of mixing, placing, vibrating of concrete curing and finishing etc., complete Below GL upto 1.50 m to 4.50m
0 - 1.50m Below GL
0 - 1.00 m above GL
1.00 - 4.50 m above GL
4.50 m upto 7.32 m above GL
7.32 m upto 10.98 m above GL
10.98 m upto 14.64 m above GL
14.64 m upto 18.30 m above GL
Centering for soffits of RCC members or plane surfaces including shuttering, strutting to centering and providing supports etc complete for the following members using MS sheets of size 90 cm x 60 cm BG 10 gauge stiffened with welded M.S. angles of size Plane surface below GL
0-3.30m above GL
3.30 to 4.30 above GL
5.30 to 6.30 above GL
6.30 to 7.30 above GL
8.30m to 9.30m above GL
9.30m to 10.30m above GL
11.30m to 12.30m above GL
Square Column: 0 to 3.3m ht. above G.L and below GL
Colum above 3.30m to 4.3 ht from GL
Column above 4.30 m upto 5.30 m
Column above 5.30 m upto 6.30 m
Column above 6.30 m upto 7.30 m
Column above 7.30 m upto 8.30 m
Column above 8.30 m upto 9.30 m
Column above 9.30 m upto 10.30 m
Column above 10.30 m upto 11.30 m
Column above 11.30 m upto 11.40 m
Curved Surface 0m to 3.30m height above GL
3.30 to 4.30m height above GL
Supplying, fabricating and placing in position of RTS rods for reinforcement for various members including cost of steel for all RCC works as directed by TWAD Board Officers. The rate to include the cost of binding wire also.
Painting two coats with approved cement paint best quality over the plastered surface including cleaning, preparing the surface, curing etc., complet. The quality, shade/ colour of paint shall be got approved by the Executive Engineer.
Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of OHT of suitable inclined length , including bottom anchorage and transportation and as directed by TWAD Board officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.
SPECIFICATION : The RCC Ladder should be made up of 2 ribs of size 0,12 m x0,10 m inner width, the concrete should be of M.20, 8 mm RTS rods for stirrups at 30 Cm c/c and 8 mm RTS rods for steps with 4 nos of RTS rods as distribution.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
65mm dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm GI Dummy
63 mm PVC 4Ksc Pipe
63 mm PVC Bend
cutting of 65mm GI pipes
Thearding of 65mm GI pipes
75mm X 90mm PVC Reducer
90mm dia PVC Threaded adopter
Nameboard
Photocharges
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} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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