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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC | L1 | Accepted-AOC Accepted since L1 and negotiated rate accepted by the EE/SPD-III | |
| 2 | L2₹11.8 L+₹63,548.04 (5.69%)Rejected-AOC | L2 | Rejected-AOC rejected since L2 |
| Sl No | Description | Qty | Unit | P.SURESH L1 | K CHINNU & COMPANY CONSTRUCTIONS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Earthwork open well excavation for foundation in ordinary soil to the required depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting an bailing out water wherever necessary and refilling the sides of the foundation with excavated earth in 150mm thick layers well watered rammed and conslidated and deposting the surplus earth in places shown clearing and levelling the site with an initial lead of 10 metre and lift as pecified here under etc., Complete in all respects complying with relevant standard specifications and drawing as directed by the departmental officers. | |||||
| 1.10 | 0 to 2.0 m Depth | 42 | Cum | 303.56 ₹12,749.52 Lowest | 305 ₹12,810 |
| 1.20 | 2.0 to 3.0 m Depth | 2.72 | Cum | 315.98 ₹859.47 Lowest | 320 ₹870.4 |
| 2.00 | Plain Cement Concrete 1:5:10 (One of cement, five of sand and ten of hard broken stone jelly) for foundation using 40mm size broken stone jelly inclusive of shoring, strutting, bailing out water wherever necessary ramming, curing etc., Complete in all respects complying with relevant standard specifications and drawing as directed by the departmental officers. (Mixing by manual means) | 2 | Cum | 5,580.1 ₹11,160.2 Lowest | 6,000 ₹12,000 |
| 3.00 | Supplying and filling M Sand in layers of 100 mm thickness well watered rammed and consolidated complying with relevant standard specifications including cost of filling M sand and as directed by the Departmental officers. | 2 | Cum | 1,800.7 ₹3,601.4 | 1,800 ₹3,600 Lowest |
| 4.00Cement Concrete 1:1.5:3 (One of cement, one and half of sand and three of hard broken stone jelly) for all reinforced cement concrete works, namely plinth beams/colums/tie beams, column footings, slab using 20mm guage hard broken stone jelyy excluding the cost and fabrication of reinforcement grills, shuttering and centering but including plasticizers, vibration, laying, curing with relevant tandard specificatons in foundation and basement etc., Complete in all respects complying with relevant standard specifications and drawing as directed by the departmental officers. (Mixing by manual means) | |||||
| 4.10 | Up to 1.5 m Depth | 7.1 | Cum | 9,794.5 ₹69,540.95 Lowest | 15,000 ₹1,06,500 |
| 4.20 | 1.5 m to 4.0 m depth | 2 | Cum | 9,933.3 ₹19,866.6 Lowest | 10,000 ₹20,000 |
| 5.00 | Supply and erecting steel centering including necessary support for plane surface for RCC works such as Column footing, plinth beam, grade beam etc., which require only nominal strutting using MS sheets of size 90 x 60cm and 10BG stiffened with welded MS angles of size 25 x 25 x 3mm forboarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, vertical stiffener, side support and top horizontal stiffener spaced at about 60cm x 90cm centre to centre or at suitable intervals. complete in all floors complying with standard specification and as directed by the departmental officers. | 5.65 | Sqm | 710.9 ₹4,016.59 Lowest | 900 ₹5,085 |
| 6.00 | Supply and erecting shuttering including necessary support for plane surface for RCC works such as vertical slab, side slabs, of boxing, vertical drops etc.,using MS sheets of size 1200cm x 60cm and 10BG stiffened with welded suitable MS angles of size 40 x 40 x 5mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, top horizontal stiffener spaced at about 60cm x 90cm centre to centre or at suitable intervals. MS channel section (ISMC 1000) shall be providede as a vertical support @ 1.20m C/C and with lateral support of steel ajustable telescopic props of size 2m x 2m (expandable upto 3.6m) & steel pipes of 20mm dia @ required level / spacing etc., complete complying with standard specification and as directed by the departmental officers. | 57 | Sqm | 650 ₹37,050 Lowest | 750 ₹42,750 |
Tender Value
Refer Docs
EMD Value
₹11,100
Closing Date
7 Nov 2025, 11:00 amClosed
The Executive Engineer
The Executive Engineer SPDIII Tamil Nadu Housing Board Hudco Colony Peelamedu Coimbatore 641 004
Construction of Sludge Drying Bed, Erection of UV Treatment System and Electromagnetic Flow Meter for STP at 1800 Slum Tenements Scheme, Perianaickenpalayam, Coimbatore District
2025_TNHB_616215_1
E tender notice no.4/2025-26
Open Tender
Civil Works - Others
Item Rate
60 days
Perianaickenpalayam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹11,100
21 Nov 2025
23 Oct 2025
7 Nov 2025
23 Oct 2025
7 Nov 2025
23 Oct 2025
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