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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC 3 26A THIRUVASI VILLAGE NORTH STREET THUDAIYUR MANNACHALLUR TALUK TIRUCHIRAPPALLI DISTRICT | THUDAIYUR | TIRUCHIRAPPALLI | TAMIL NADU | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.7 L+₹40,121.35 (2.08%)Rejected-AOC 2 ANNANAGARMEDU IDUVAMPALAYAM ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | L2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SIVANESAN L2 | RAMESH L1 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 litres Capacity over head tank (12m Staging Height) at Murungavilai habitation in Rajakkamangalam Village panchayat of Rajakkamangalam Union | |||||
| 1.01Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | |||||
| 1.02 | First depth(0.00m to -2.00m) | 46.58 | cum | 270 ₹12,576.6 | 262.46 ₹12,225.39 Lowest |
| 1.03 | Second depth(-2.00m to -2.350m) | 8.06 | cum | 280 ₹2,256.8 | 272.16 ₹2,193.61 Lowest |
| 1.04 | Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification | 2.3 | cum | 1,800 ₹4,140 | 1,728.26 ₹3,975 Lowest |
| 1.05 | Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed. (1cement 4 M.sand (Confor | 3.46 | cum | 5,400 ₹18,684 | 5,318.1 ₹18,400.63 Lowest |
| 1.06Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers | |||||
| 1.07 | 1.50 m to 4.50m below G.L | 7.6 | cum | 9,300 ₹70,680 | 9,159.26 ₹69,610.38 Lowest |
| 1.08 | 0 m to 1.50m below G.L | 1.49 | cum | 9,100 ₹13,559 | 9,021.18 ₹13,441.56 Lowest |
| 1.09 | 0 m to 4.50m above G.L | 2.57 | cum | 9,207.5 ₹23,663.28 | 9,161.55 ₹23,545.18 Lowest |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
23 Dec 2025, 4:00 pmClosed
Block Development Officer, Rajakkamangalam
Block Development office, Rajakkamangalam
Construction of 30000 litres Capacity over head tank (12m Staging Height) at Murungavilai habitation in Rajakkamangalam Village panchayat of Rajakkamangalam Union
2025_RDTN_629585_1
A3/864/2025
Open Tender
Civil Works - Buildings
Works
Panchayat Union Office, Rajakkamangalam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,710
Yes
Panchayat Union Office, Rajakkamangalam
7 Jan 2026
6 Dec 2025
23 Dec 2025
6 Dec 2025
23 Dec 2025
6 Dec 2025
6 Dec 2025 - 23 Dec 2025
6 Dec 2025
Amount
Construction of 30000 litres Capacity over head tank (12m Staging Height) at Murungavilai habitation in Rajakkamangalam Village panchayat of Rajakkamangalam Union
Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B
First depth(0.00m to -2.00m)
Second depth(-2.00m to -2.350m)
Supplying and filling in foundation and basement with good sand in layers not more 15 cm thick including ramming, watering and compacting etc.complete complying to standard specification
Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed. (1cement 4 M.sand (Confor
Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers
1.50 m to 4.50m below G.L
0 m to 1.50m below G.L
0 m to 4.50m above G.L
4.50 m to 7.32 m From G.L
Above GL (+7.320 - +10.980m)
10.98 m to 14.64 m From G.L
14.64 m to 18.30 m From G.L
Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels,
PLANE SURFACE
Below G.L
G.L to 3.30 M
CURVED SURFACE
UP to 3.30 m
SQUARE COLUMN
Below G.L
Supplying and Fabricating and placing in position MS Steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire all floors etc., complete complying with standard specification.
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
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 IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by department officers.
Providing and fixing of RCC inner access lader in RCC 1:1.5:3(one cement one and half sand and three aggregate)using 20 mm HBG stone for OHT including cost reinforcement,placing grill in position, centering shuttering charges, mixing concrete curing etc to required height and clear width of 45 cm consisting of two Nos of Vertical post of 10 cm x15cm and step slab of 25 mm x 25mm etc, complete and as directed by departmental officers
Providing PVC Ventilating arrangements mosquito proof nylon net with 110 mm PVC cowl and as directed by departmental officers
Providing manhole cover of size 060 x 0.60m in RCC 1 : 1.5 :3 with suitable reinforcement 50 x 50 x 6mm MS angle fixed along edges and as directed by the departmental officers
Filling the foundation with excavated earth including consolidation as directed by departmental officers
Provision for pipe connection arrangements for inlet outlet scour and overfloww etc including cost of pipes,specials,valve,labour charges for lifiting aligning,cutting,threading,fixing and painting of GI Pipes with two coats of approved quality enamel paint etc complete as details below
65 mm dia GI pipes for inlet ,outlet, scour connection
65mm dia GMGate valve
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 65mm G.I.flange set
Conveying Laying and jointing opf 65 mm G.I pipe for plumping work
Sub Estimate For Pipe line Work
Earth work excavation in hard stiff clay,stiff block cotton, hard red earth shales,murram gravel tec for pipe laying work including refilling charges etc complete. Page 270 & 274
Supplying and refilling of pipe line Earth filling including all charhes etc. Etc
Supplying and refilling of pipe line Earth filling including all charhes etc. Etc
75mm PVC pipe 6KSC
75mm PVC bend
75mm PVC end cap
75mm PVC MTA
75mm PVC Tee
75mm PVC elbow
50mm Gate valve
Solvent cement ,page 160
Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc
75mm PVC pipe 6KSC
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
SIVANESAN (BID ID -1541866)
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