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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC | ₹49.8 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹50.1 LRejected-AOC | ₹50.1 L | L2 | Rejected-AOC Qualified |
| Sl No | Description | Qty | Unit | PRAVIN CONSTRUCTION L1 | R.gunasekarn CO L2 |
|---|---|---|---|---|---|
| 1.00Name of Work: Construction of 3 Class Rooms Building at Kumara Gurupara Swamigal Primary Schoolin Srivaikundam Town Panchayat in Thoothukudi District under the Scheme of Natural Calamities 2025-26 | |||||
| 2.00 | Earthwork excavation for Foundation to full depth as per designed in all soils and subsoils except soft distintegrated rock not requiring blasting and hardrock requiring blasting and bailing water wherever necessary refilling the sides of foundtionwith excavated earth other than sand in layers | 209.51 | cum | 263.52 ₹55,210.08 Lowest | 270 ₹56,567.7 |
| 3.00 | Supplying and filling in foundations and basement with filling M-Sand in layers not exceeding 15cm thick well watered rammed and consolidered etc | 25.72 | cum | 1,745.28 ₹44,888.6 Lowest | 1,750 ₹45,010 |
| 4.00 | Plain Cement Concrete 1:4:8 mix using 40mm gauge hand broken and hardbroken granite stone jely complying with standard specifications in foundations and basement | 34.82 | cum | 5,354.26 ₹1,86,435.33 Lowest | 5,365 ₹1,86,809.3 |
| 5.00 | Refilling the approved good quality earth in plinths areadevelopment etc wherever specified in layers is not exceeding 200mm thick with available earth at side | 100.03 | cum | 45.8 ₹4,581.37 Lowest | 50 ₹5,001.5 |
| 6.00 | Supplying and filling of good convey earth locally available earth transported from the outside including consolidation levelling specified in layers of not exceeding 200mm thick etc complete | 77.6 | cum | 120.87 ₹9,379.51 Lowest | 130 ₹10,088 |
| 7.00Supplying and erecting shttering including necessary support and strutting upto 3M height for plane surface as detailed below in all floors with all cross bracings using mild steel sheets of size 90x60cm and 10BG stiffened with welded mild steel angle of size 25mmx 25mmx 3mm for boarding laid over silveroak joists of size10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not morethan 75cm centre to centre etc | |||||
| 8.00 | Footing plinth beam etc | 121.19 | Sqm | 546.95 ₹66,284.87 Lowest | 550 ₹66,654.5 |
| 9.00 | Plain surface such as roofslab floor slab beams lintels loft sill slab stair case waist portico slab and other similar works | 280.46 | SQm | 1,093.91 ₹3,06,798 Lowest | 1,100 ₹3,08,506 |
| 10.00Square and rectangular columns and small quntities such as sunshades parapet cumdrops window boxing fin projections and odther similar works | |||||
Tender Value
₹52.2 L
EMD Value
₹52,200
Closing Date
29 Jul 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER(BP)
BLOCK DEVELOPMENT OFFICER (BP) SRIVAIKUNDAM Panchayat Union Office,Srivaikundam Block,Thoothukudi District
Construction of 3 Class Rooms Building at Kumara Gurupara Swamigal Primary School in Srivaikundam Town Panchayat in Thoothukudi District Under the Scheme of Natural Calamities 2025-26
2026_RDTN_684629_1
BDO(BP)Srivai Lr.No. m2/412/2026 Dt 08.07.2026
Open Tender
Civil Works
Item Rate
120 days
srivaikundam block
As per Tender Schedule
4 documents required · 4 mandatory
₹0
₹52,200
panchayatunionoffice srivaikundam
12 Aug 2026
8 Jul 2026
29 Jul 2026
8 Jul 2026
29 Jul 2026
8 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: Construction of 3 Class Rooms Building at Kumara Gurupara Swamigal Primary Schoolin Srivaikundam Town Panchayat in Thoothukudi District under the Scheme of Natural Calamities 2025-26 | - | - | - | - |
| 2 | Earthwork excavation for Foundation to full depth as per designed in all soils and subsoils except soft distintegrated rock not requiring blasting and hardrock requiring blasting and bailing water wherever necessary refilling the sides of foundtionwith excavated earth other than sand in layers | 209.51 | cum | - | - |
| 3 | Supplying and filling in foundations and basement with filling M-Sand in layers not exceeding 15cm thick well watered rammed and consolidered etc | 25.72 | cum | - | - |
| 4 | Plain Cement Concrete 1:4:8 mix using 40mm gauge hand broken and hardbroken granite stone jely complying with standard specifications in foundations and basement | 34.82 | cum | - | - |
| 5 | Refilling the approved good quality earth in plinths areadevelopment etc wherever specified in layers is not exceeding 200mm thick with available earth at side | 100.03 | cum | - | - |
| 6 | Supplying and filling of good convey earth locally available earth transported from the outside including consolidation levelling specified in layers of not exceeding 200mm thick etc complete | 77.6 | cum | - | - |
| 7 | Supplying and erecting shttering including necessary support and strutting upto 3M height for plane surface as detailed below in all floors with all cross bracings using mild steel sheets of size 90x60cm and 10BG stiffened with welded mild steel angle of size 25mmx 25mmx 3mm for boarding laid over silveroak joists of size10cmx6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not morethan 75cm centre to centre etc | - | - | - | - |
| 8 | Footing plinth beam etc | 1 | Sqm | - | - |
| 9 | Plain surface such as roofslab floor slab beams lintels loft sill slab stair case waist portico slab and other similar works | 1 | SQm | - | - |
| 10 | Square and rectangular columns and small quntities such as sunshades parapet cumdrops window boxing fin projections and odther similar works | - | - | - | - |
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