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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹12.8 L+₹1.1 L (9.18%)Rejected-Finance | L2 | Rejected-Finance OK |
| Sl No | Description | Qty | Unit | APPU CONSTRUCTION L2 | Sri Ponkaaliamman Infra Projects L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification | 407 | M3 | 130 ₹52,910 | 115 ₹46,805 Lowest |
| 2.00 | Cement concrete 1:4:8 mix (One cement four sand and eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification | 20 | M3 | 6,100 ₹1,22,000 | 5,653 ₹1,13,060 Lowest |
| 3.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 96 | M3 | 7,650 ₹7,34,361.75 | 6,944 ₹6,66,589.28 Lowest |
| 4.00Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. | |||||
| 5.00 | Body Wall | 730 | M2 | 465 ₹3,39,450 | 434 ₹3,16,820 Lowest |
| 6.00 | RCC non pressure spun pipe ( NP3 )450mm with socket and spigot ends as per IS 458/2003 anufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring etc complete as per standard specification | 12 | M2 | 2,600 ₹31,200 | 2,430 ₹29,160 Lowest |
| 6.01 | Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment | 12 | M | 160 ₹1,920 | 135 ₹1,620 Lowest |
Tender Value
₹14 L
EMD Value
₹14,000
Closing Date
14 Jan 2026, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246, MEENKSHI SUNDRANAR SALAI ERODE 638001
Construction of Storm water drain at Sanar palayam area at Villarasampatti in ward No.10
2026_MAWS_642066_1
E1-4907-2024-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹14,000
7 Oct 2026
12 Jan 2026
14 Jan 2026
12 Jan 2026
14 Jan 2026
12 Jan 2026
Amount
Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification
Cement concrete 1:4:8 mix (One cement four sand and eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness including all labour charges ect complete as per standard specification
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Centering for sides and soffits of such as lintels, slab that beams plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurins props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification.
Body Wall
RCC non pressure spun pipe ( NP3 )450mm with socket and spigot ends as per IS 458/2003 anufactured with sulphate resistant cement with 12 mm HI -alumina lining with rubber ring etc complete as per standard specification
Lowering RCC pipes and specials into the trenches and laying to proper grade and alignment
APPU CONSTRUCTION (BID ID -1563774)
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