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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC | ₹4.7 Cr | L1 | Accepted-AOC after negotiation L1 bidder accepted by TAC |
| 2 | L2₹4.8 CrRejected-AOC NO 17 NEW CAUVERY NAGAR THANJAVUR 613 001 | THANJAVUR | TAMIL NADU | 613001 | ₹4.8 Cr | L2 | Rejected-AOC after negotiation L1 bidder L2 bidder will be rejected |
| Sl No | Description | Qty | Unit | SRI JAGATHI CONSTRUCTION L2 | MAYUR ENGINEERING WORKS 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. | 554 | Cum | 380 ₹2,10,520 | 350 ₹1,93,900 Lowest |
| 2.00 | 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. | 1,777 | Cum | 150 ₹2,66,550 | 110 ₹1,95,470 Lowest |
| 3.00 | 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. | 828.6 | Cum | 2,300 ₹19,05,780 | 2,250 ₹18,64,350 Lowest |
| 4.00 | 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. | 1,724 | Cum | 550 ₹9,48,200 | 520 ₹8,96,480 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 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 | 102.99 | Cum | 6,160 ₹6,34,418.4 | 6,145 ₹6,32,873.55 Lowest |
| 6.00 | 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 | 790 | Cum | 6,160 ₹48,66,400 | 6,145 ₹48,54,550 Lowest |
| 7.00 | 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 | 546.65 | Cum | 7,630 ₹41,70,939.5 | 7,612 ₹41,61,099.8 Lowest |
| 8.00Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 8.01 | Foundation and Basement | 484.3 | Cum | 8,750 ₹42,37,625 | 8,732 ₹42,28,907.6 Lowest |
| 8.02 | For Ground Floor | 141.4 | Cum | 8,890 ₹12,57,046 | 8,873 ₹12,54,642.2 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹5.5 L
Closing Date
5 Feb 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 Building with Infrastructure Facilities for New Regulated Market at Thottiyam in Trichy District.
2026_TAMBC_650614_2
TNSAMB-2025-52-01
Open Tender
Civil Works
Lump-sum
330 days
at Thottiyam in Trichy District.
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹5.5 L
7 May 2026
3 Feb 2026
6 Feb 2026
3 Feb 2026
5 Feb 2026
3 Feb 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. | 554 | Cum | 366.82 | ₹2,03,218.28 |
| 2 | 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. | 1,777 | Cum | 111.1 | ₹1,97,424.7 |
| 3 | 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. | 828.6 | Cum | 2,283.26 | ₹18,91,909.24 |
| 4 | 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. | 1,724 | Cum | 529.21 | ₹9,12,358.04 |
| 5 | 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 | 102.99 | Cum | 6,145.14 | ₹6,32,887.97 |
| 6 | 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 | 790 | Cum | 6,145.14 | ₹48,54,660.6 |
| 7 | 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 | 546.65 | Cum | 7,612.67 | ₹41,61,466.06 |
| 8Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 8.01 | Foundation and Basement | 484.3 | Cum | 8,732.09 | ₹42,28,951.19 |
| 8.02 | For Ground Floor | 141.4 | Cum | 8,873.16 | ₹12,54,664.82 |
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