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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-Finance NO 5 37 VITTAMPALAYAM EMAPALLI TIRUCHENGODE TALUK NAMAKKAL DISTRICT 637211 | EMAPALLI | NAMAKKAL | TAMIL NADU | 637211 | ₹4.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.9 CrAccepted-Finance ERODE | ₹4.9 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹5.5 CrAccepted-Finance NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | ₹5.5 Cr | L3 | Accepted-Finance L3 |
| 4 | Rejected-Technical NO 1A 41 SUB LANE 1 PARAMATHI ROAD NAMAKKAL 637 001 | NAMAKKAL | TAMIL NADU | 637001 | - | - | Rejected-Technical Pre-Qualification criteria as per check slip not fulfilled |
| 5 | Rejected-Technical NO 4 642 4G SWARANALAKSHMI APPARTMENT VETTAIKARANPUDUR ROAD PERIYAPATTY POST KONDICHETTIPATTI NAMAKKAL 637 002 | NAMAKKAL | TAMIL NADU | 637002 | - | - | Rejected-Technical Pre-Qualification criteria as per check slip not fulfilled |
| Sl No | Description | Qty | Unit | SS Associates L3 | HariRam Constructions L2 | RKK CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 1,074 | Cum | 400 ₹4,29,600 | 350 ₹3,75,900 | 257 ₹2,76,018 Lowest |
| 1.01 | Earth work open excavation by manual means 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 and as direct- ed by the departmental officers. | 1,371 | Cum | 385 ₹5,27,835 | 350 ₹4,79,850 | 92 ₹1,26,132 Lowest |
| 1.02 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 270.9 | Cum | 500 ₹1,35,450 | 350 ₹94,815 | 182 ₹49,303.8 Lowest |
| 1.03 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 40 | Cum | 500 ₹20,000 | 450 ₹18,000 | 347 ₹13,880 Lowest |
| 2.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 901.9 | Cum | 2,000 ₹18,03,800 | 1,600 ₹14,43,040 | 1,425 ₹12,85,207.5 Lowest |
| 3.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,630.9 | Cum | 500 ₹8,15,450 | 350 ₹5,70,815 Lowest | 390 ₹6,36,051 |
| 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 granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 500.5 | Cum | 5,600 ₹28,02,800 | 4,700 ₹23,52,350 | 3,948 ₹19,75,974 Lowest |
| 5.00 | 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, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 mechanical means | 184.4 | Cum | 5,600 ₹10,32,640 | 4,700 ₹8,66,680 | 3,948 ₹7,28,011.2 Lowest |
| 6.00 | 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.- Mixing by mechanical means | 418.4 | Cum | 7,000 ₹29,28,800 | 5,500 ₹23,01,200 | 4,975 ₹20,81,540 Lowest |
| 7.00 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, | 78 | Sqm | 400 ₹31,200 | 350 ₹27,300 | 294 ₹22,932 Lowest |
Tender Value
₹5.7 Cr
EMD Value
₹6.8 L
Closing Date
21 May 2026, 5:45 pmClosed
Executive Engineer
Tamil Nadu State Agricultural Marketing Board, CIPET Road, Thiru.Vi.Ka industrial estate, Guindy, Chennai-32
Establishment of New Regulated Market with Cold Storage Facilities at Sendhamangalam in Namakkal District
2026_TAMBC_677210_1
TNSAMB-2026-01
Open Tender
Civil Works
Lump-sum
at Sendhamangalam in Namakkal District
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹6.8 L
13 Aug 2026
15 May 2026
22 May 2026
15 May 2026
21 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 1,074 | Cum | 366.82 | ₹3,93,964.68 |
| 1.01 | Earth work open excavation by manual means 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 and as direct- ed by the departmental officers. | 1,371 | Cum | 131.89 | ₹1,80,821.19 |
| 1.02 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 270.9 | Cum | 259.33 | ₹70,252.5 |
| 1.03 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- a. for Footing Depth 2.40m to 3.3m
Data Worked out for 54 m3 per day/8 hrs. | 40 | Cum | 495.9 | ₹19,836 |
| 2 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 901.9 | Cum | 2,036.92 | ₹18,37,098.15 |
| 3 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1,630.9 | Cum | 556.83 | ₹9,08,134.05 |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 500.5 | Cum | 5,639.64 | ₹28,22,639.82 |
| 5 | 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, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 mechanical means | 184.4 | Cum | 5,639.64 | ₹10,39,949.62 |
| 6 | 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.- Mixing by mechanical means | 418.4 | Cum | 7,107.17 | ₹29,73,639.93 |
| 7 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, | 78 | Sqm | 420.27 | ₹32,781.06 |
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