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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC | L1 | Accepted-AOC L1 Accept | |
| 2 | L2₹11.2 L+₹32,599.35 (3.00%)Rejected-Finance | L2 | Rejected-Finance L2 Reject |
| Sl No | Description | Qty | Unit | DURAIRAJ C L1 | V MUTHUKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Construction of Borewell and Pump Room at Chief Minister Mini Stadium at Peravurani Assembly Constituency, Thanjavur District. (Govt. Boys Higher Secondary Play Ground at Peravurani Survey No.1/1b&2/3) in Peravurani Town Panchayat. | |||||
| 2.00 | Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation | 6.5 | Cu.m | 263 ₹1,709.5 Lowest | 270.89 ₹1,760.79 |
| 3.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 0.96 | Cu.m | 5,949 ₹5,711.04 Lowest | 6,127.47 ₹5,882.37 |
| 4.00 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | 2.89 | Cu.m | 45 ₹130.05 Lowest | 46.35 ₹133.95 |
| 5.00 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | 0.83 | Cu.m | 2,181 ₹1,810.23 Lowest | 2,246.43 ₹1,864.54 |
| 6.00Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. | |||||
| 7.00 | For foundation and basement | 3.54 | Cu.m | 6,340 ₹22,443.6 Lowest | 6,530.2 ₹23,116.91 |
| 8.00 | For super structure | 3.39 | Cu.m | 6,433 ₹21,807.87 Lowest | 6,625.99 ₹22,462.11 |
| 9.00 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | 0.77 | cum | 9,676 ₹7,450.52 Lowest | 9,966.28 ₹7,674.04 |
| 10.00 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. | 5.55 | Sqm | 547 ₹3,035.85 Lowest | 563.41 ₹3,126.93 |
Tender Value
₹11.3 L
EMD Value
₹11,250
Closing Date
12 Mar 2026, 3:00 pmClosed
Block Development Officer(BP)
Block Development Officer(BP)
Construction Of Borewell and Pump Room at Chief Minister Mini Stadium At Peravurani Assembly Constituency, Thanjavur District.(Govt. Boys Higher Secondary Play Ground in Peravurani Town Panchayat
2026_RDTN_671639_1
2601/2025/A2
Open Tender
Civil Works
Item Rate
Block Development Office(BP)
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹11,250
Yes
Block Development Office(BP)
12 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Borewell and Pump Room at Chief Minister Mini Stadium at Peravurani Assembly Constituency, Thanjavur District. (Govt. Boys Higher Secondary Play Ground at Peravurani Survey No.1/1b&2/3) in Peravurani Town Panchayat. | - | - | - | - |
| 2 | Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation | - | Cu.m | - | - |
| 3 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | - | Cu.m | - | - |
| 4 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | - | Cu.m | - | - |
| 5 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | - | Cu.m | - | - |
| 6 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. | - | - | - | - |
| 7 | For foundation and basement | - | Cu.m | - | - |
| 8 | For super structure | - | Cu.m | - | - |
| 9 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | - | cum | - | - |
| 10 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. | 1 | Sqm | - | - |
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