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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹10.8 LAccepted-AOC | ₹10.8 L | l1 | Accepted-AOC acc |
| 2 | l2₹11.4 L+₹54,271.70 (5.01%)Rejected-Finance | ₹11.4 L+₹54,271.70 (5.01%) | l2 | Rejected-Finance rej |
| Sl No | Description | Qty | Unit | R P S SANKARAPANDY L2 | N.PATCHIRAJAN CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification. | 150 | M3 | 194 ₹29,100 | 184.8 ₹27,720 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 15 | M3 | 5,463 ₹81,945 | 5,202.9 ₹78,043.5 Lowest |
| 3.00 | Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification. | 360 | M2 | 483 ₹1,73,880 | 459.8 ₹1,65,528 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 mix (One Cement, Three Fine Aggregate and Six Coarse Aggregate) Using of 20mm ISS HBG Metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 122 | M3 | 6,986 ₹8,52,292 | 6,652.9 ₹8,11,653.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹13,000
Closing Date
22 Jul 2025, 3:00 pmClosed
Devadanapatti Town Panchayan
Devadanapatti Town Panchayan
Maintaince of Safety wall at Ward - 9 near Kalabairavar kovil road in Devadanapatti Town Panchayat
2025_DTP_579344_1
523-3
Open Tender
Civil Works - Others
Works
90 days
Devadanapatti Town Panchayan
Please Refer tender Documents
2 documents required · 2 mandatory
₹0
₹13,000
Yes
12 Aug 2025
8 Jul 2025
22 Jul 2025
8 Jul 2025
22 Jul 2025
8 Jul 2025
8 Jul 2025 - 22 Jul 2025
Amount
Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification.
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification.
Plain Cement Concrete 1:2:4 mix (One Cement, Three Fine Aggregate and Six Coarse Aggregate) Using of 20mm ISS HBG Metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
R P S SANKARAPANDY (BID ID -1400984)
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