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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-Finance NO 16 THIRUVALLUVAR SALAI CHINNATHIRUPATHI SALEM 638 008 | SALEM | SALEM | TAMIL NADU | 638008 | ₹9.6 Cr | L1 | Accepted-Finance L1 offerer |
| 2 | L2₹10.9 CrRejected-Finance 30 1 BHAVANI MAIN ROAD VEERAPANCHATRAM ERODE 638004 | ERODE | TAMIL NADU | 638004 | ₹10.9 Cr | L2 | Rejected-Finance L2 offerer |
| 3 | L3₹11.2 CrRejected-Finance NO 1 PPS COMPLEX METTUR MAIN ROAD OMALUR TALUK SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹11.2 Cr | L3 | Rejected-Finance L3 offerer |
| 4 | L4₹11.6 CrRejected-Finance KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | ₹11.6 Cr | L4 | Rejected-Finance L4 offerer |
| 5 | L5₹11.7 CrRejected-Finance NO A 100 AYYAKKANNU THANAVU ILLAM BABU RAJENDRAPRASAD STREET S M BLOCK JAFFERKHANPET ASHOK NAGAR CHENNAI 83 | CHENNAI | TAMIL NADU | 600001 | ₹11.7 Cr | L5 | Rejected-Finance L5 offerer |
| Sl No | Description | Qty | Unit | PEARL CONSTRUCTION L5 | THANGAM CONSTRUCTION L2 | SAI SAKTHI AND CO L1 | VEDIAPPAN L4 | PPSandCo L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by 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. | 4,663.84 | Cum | 300 ₹14.0 L | 289 ₹13.5 L | 239 ₹11.1 L | 289 ₹13.5 L | 281 ₹13.1 L |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork 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). Upto 2.40m Depth. | 788 | Cum | 400 ₹3.2 L | 190 ₹1.5 L | 157 ₹1.2 L | 189 ₹1.5 L | 184 ₹1.4 L |
| 3.00 | b) From 2.40 m tp 3.40 m Depth. | 236.78 | Cum | 500 ₹1.2 L | 270 ₹63,930.60 | 174 ₹41,199.72 | 210 ₹49,723.80 | 204 ₹48,303.12 |
| 4.00 | c) From 3.40 m t0 4.40 m Depth. | 200 | Cum | 650 ₹1.3 L | 330 ₹66,000 | 207 ₹41,400 | 250 ₹50,000 | 243 ₹48,600 |
| 5.00 | d From 4.40 m to 5.20 m Depth. | 200 | Cum | 750 ₹1.5 L | 350 ₹70,000 | 224 ₹44,800 | 270 ₹54,000 | 262 ₹52,400 |
| 6.00 | 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. | 342.49 | Cum | 1,800 ₹6.2 L | 1,500 ₹5.1 L | 1,773 ₹6.1 L | 2,140 ₹7.3 L | 2,079 ₹7.1 L |
| 7.00 | 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. | 3,871.16 | Cum | 300 ₹11.6 L | 450 ₹17.4 L | 348 ₹13.5 L | 420 ₹16.3 L | 408 ₹15.8 L |
| 8.00 | 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. | 401.44 | Cum | 6,000 ₹24.1 L | 5,500 ₹22.1 L | 4,950 ₹19.9 L | 5,975 ₹24.0 L | 5,804 ₹23.3 L |
| 9.00 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height). | 158 | Cum | 7,000 ₹11.1 L | 5,950 ₹9.4 L | 5,916 ₹9.3 L | 7,140 ₹11.3 L | 6,936 ₹11.0 L |
| 10.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 6,995.44 | Sqm | 900 ₹63.0 L | 950 ₹66.5 L | 983 ₹68.8 L | 1,187 ₹83.0 L | 1,153 ₹80.7 L |
Tender Value
₹11.2 Cr
EMD Value
₹11.2 L
Closing Date
21 Apr 2026, 3:00 pmClosed
DGM Civil
Managing Directot, TCMPF Ltd, Aavin Illam, Nandanam, Chennai
Additional civil works for Construction of 10LLPD Dairy Plant at Madhavaram
2026_TCMPF_675221_1
2944/Engg.2/2026
Open Tender
Civil Works
330 days
Chennai
Please refer Tender Document
8 documents required · 8 mandatory
₹0
₹11.2 L
Yes
26.03.2026
3 Jun 2026
21 Mar 2026
22 Apr 2026
21 Mar 2026
21 Apr 2026
1 Apr 2026
21 Mar 2026 - 21 Apr 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation by 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. | |||||
| 2Earth work Open excavation by Mechanical Means for Open Earthwork 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). Upto 2.40m Depth. | |||||
| 3b) From 2.40 m tp 3.40 m Depth. | |||||
| 4c) From 3.40 m t0 4.40 m Depth. | |||||
| 5d From 4.40 m to 5.20 m Depth. | |||||
| 6Supplying 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. | |||||
| 7Supply 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. | |||||
| 8Cement 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. | |||||
| 9Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height). | |||||
| 10Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | |||||
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