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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC | ₹1.0 L | L1 | Accepted-AOC AOC |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | RAVIKUMAR CONTRACTOR L1 |
|---|---|---|---|---|
| 1.00 | 40mm G.I Bend | 1 | Each | 116 ₹116 |
| 2.00 | 40mm G.I Coupling | 1 | Each | 104 ₹104 |
| 3.00 | 40mm G.I Hex Nipple | 1 | Each | 93 ₹93 |
| 4.00 | 40mm non return valve | 1 | Each | 2,700 ₹2,700 |
| 5.00 | 40mm G.I Union | 1 | Each | 250 ₹250 |
| 6.00 | 40mm G.I Elbow | 2 | Each | 128 ₹256 |
| 7.00 | 20mm G.I Pipe | 20 | Rm | 160 ₹3,200 |
| 8.00 | 20mm Ball Valve | 2 | Each | 250 ₹500 |
| 9.00 | 20mm G.I Hex Nipple | 2 | Each | 47 ₹94 |
| 10.00 | 20mm G.I Tee | 1 | Each | 56 ₹56 |
Tender Value
₹1.1 L
EMD Value
₹1,070
Closing Date
12 Dec 2025, 3:00 pmClosed
Commissioner Usilampatti Municipality
Commissioner Usilampatti Municipality
Providing Pipe line Arrangement and Sintex tank Works at Ward No 15 Karukattanpatti Colony in Usilampatti Municipality
2025_MAWS_628992_1
1730/2025/E1
Open Tender
Civil Works
Usilampatti Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,070
11 Feb 2026
5 Dec 2025
12 Dec 2025
5 Dec 2025
12 Dec 2025
5 Dec 2025
40mm G.I Bend
40mm G.I Coupling
40mm G.I Hex Nipple
40mm non return valve
40mm G.I Union
40mm G.I Elbow
20mm G.I Pipe
20mm Ball Valve
20mm G.I Hex Nipple
20mm G.I Tee
20mm G.I Elbow
20mm G.I Coupling
32mm G.I Pipe
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements etc.,
Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,TWAD Board Pg.No.85 (1000 liter)
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Brick work in CM 1:5 (one cement & five sand) using III class ground moulded bricks of size 83/4"X41/4"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
Supplying and filling in foundation and basement with Well Gravel in layers of not more than 50cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_752139.pdf
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Tendernotice_1.pdf
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BOQ_752139.xls
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