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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹8.7 L+₹32,552.11 (3.89%)Rejected-Finance | L2 | Rejected-Finance OK |
| Sl No | Description | Qty | Unit | ITHAL INFRA DEVELOPERS L1 | ashokraja and co L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 22 | M3 | 144.21 ₹3,172.26 Lowest | 150 ₹3,299.62 |
| 2.00 | Chipping of concrete and roughening the surface and clearing away from the site including all labour charges etc complete as per std specification | 630 | M2 | 45.36 ₹28,576.57 Lowest | 50 ₹31,499.75 |
| 3.00 | conveyance of excavated excess earth including loading unloading and refilling as directed by the departmental officers etc.,complete-1m3 3KM | 22 | M3 | 79.73 ₹1,753.86 Lowest | 850 ₹18,697.88 |
| 4.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 22 | M3 | 5,579.45 ₹1,22,733.95 Lowest | 5,700 ₹1,25,385.75 |
| 5.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification | |||||
| 5.01 | a) Drain Side wall- Without Strutting | 50 | M2 | 487.25 ₹24,362.5 Lowest | 500 ₹25,000 |
| 6.00 | Plain Cement Concrete 1:1.5:3(one cement, one point crushed stone sand and three coarse aggregates) 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.- Mixing by manual means | 85 | M3 | 7,596.15 ₹6,45,672.75 Lowest | 7,700 ₹6,54,500 |
| 7.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement Concrete to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 21 | M2 | 479 ₹10,059 Lowest | 500 ₹10,500 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
19 Feb 2026, 3:00 pmClosed
THE COMMISSIONER ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI,ERODE
Providing and Laying Cement Concrete road at Chinna sengodampalayam in ward No.19
2026_MAWS_660535_1
E1-4907-2024-4-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,080
₹10,000
7 Oct 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 22 | M3 | - | - |
| 2 | Chipping of concrete and roughening the surface and clearing away from the site including all labour charges etc complete as per std specification | 630 | M2 | - | - |
| 3 | conveyance of excavated excess earth including loading unloading and refilling as directed by the departmental officers etc.,complete-1m3 3KM | 22 | M3 | - | - |
| 4 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying with standard specification and as directed by the departmental officers. The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers -Mixing by Manual means | 22 | M3 | - | - |
| 5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification | |||||
| 5.01 | a) Drain Side wall- Without Strutting | 50 | M2 | - | - |
| 6 | Plain Cement Concrete 1:1.5:3(one cement, one point crushed stone sand and three coarse aggregates) 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.- Mixing by manual means | 85 | M3 | - | - |
| 7 | Providing and fixing Bitumen Pad for Expansion joint in between pavement Concrete to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 21 | M2 | - | - |
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