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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | L2₹6.0 L+₹4,615 (0.78%)Rejected-Finance | L2 | Rejected-Finance Ineligible | |
| 3 | L3₹6.0 L+₹7,128 (1.21%)Rejected-Finance | L3 | Rejected-Finance Ineligible | |
| 4 | L4₹6.1 L+₹20,293 (3.43%)Rejected-Finance | L4 | Rejected-Finance Ineligible | |
| 5 | L5₹6.1 L+₹23,332 (3.95%)Rejected-Finance | L5 | Rejected-Finance Ineligible |
| Sl No | Description | Qty | Unit | VS PALANIVELU | N MUTHUVEL | JSR ENTERPRISES | ATHISAYA MADHA ENTERPRICES | MANIKANDAN CONTRACTOR |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B | 31 | M3 | 7,359.71 ₹7,359.71 | 3,683.73 ₹3,683.73 Lowest | 6,820 ₹6,820 | 6,293 ₹6,293 | 7,285 ₹7,285 |
| 2.00 | Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication. | 8 | M3 | 41,787.36 ₹41,787.36 | 38,945.84 ₹38,945.84 | 40,000 ₹40,000 | 3,992.08 ₹3,992.08 Lowest | 41,448 ₹41,448 |
| 3.00 | Centering for soffits of PCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed | 178 | M2 | 78,369.84 ₹78,369.84 | 73,756.08 ₹73,756.08 | 76,540 ₹76,540 | 71,411.82 ₹71,411.82 Lowest | 77,608 ₹77,608 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two 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. | 18 | M3 | 1,16,517.78 ₹1,16,517.78 | 1,11,144.24 ₹1,11,144.24 | 1,09,800 ₹1,09,800 Lowest | 1,09,811.52 ₹1,09,811.52 | 1,15,578 ₹1,15,578 |
| 5.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2007 of rubberized interlocking paver block in size of minimum compressive strength of 40N mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 407 | M3 | 3,70,072.89 ₹3,70,072.89 | 3,70,374.07 ₹3,70,374.07 | 3,62,230 ₹3,62,230 Lowest | 3,99,267 ₹3,99,267 | 3,69,149 ₹3,69,149 |
Tender Value
₹8.2 L
EMD Value
₹8,200
Closing Date
29 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER
ALANGUDI TOWN PANCHAYAT, PUDUKKOTTAI DISTRICT
Providing Paver Block road Santhaipettai cross street, Thaikkal street to Santhaipettai road link in Alangudi Town Panchayat
2025_DTP_604863_1
218/2025/A1
Open Tender
Civil Works
Works
90 days
Alangudi
I Class
3 documents required · 3 mandatory
₹0
₹8,200
Yes
7 Oct 2025
17 Sept 2025
29 Sept 2025
17 Sept 2025
29 Sept 2025
17 Sept 2025
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B
Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication.
Centering for soffits of PCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
Plain Cement Concrete 1:2:4 (one cement, two 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.
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2007 of rubberized interlocking paver block in size of minimum compressive strength of 40N mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 100mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
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