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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.0 LAccepted-Finance | ₹10.0 L | 1 | Accepted-Finance L1 bid |
| 2 | 2₹12.7 L+₹2.7 L (26.8%)Rejected-Finance | ₹12.7 L+₹2.7 L (26.8%) | 2 | Rejected-Finance L2 bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not bid qualified |
| Sl No | Description | Qty | Unit | T.RAVINDRAN L1 | WORKS CONTRACT S FRANCIS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling the existing damaged random rubble masonry cement mortar wall portion clearing away and carefully taking material useful for reuse for any thickness of concrete including all cost etc. as per standard specification. | 38 | m3 | 15,846 ₹15,846 Lowest | 20,900 ₹20,900 |
| 2.00 | 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 and cleaning and levelling the site etc complete. (Narrow Foundation - First Depth upto 2 metre) | 169 | m3 | 26,751.01 ₹26,751.01 Lowest | 33,800 ₹33,800 |
| 3.00 | Cement Concrete 1:4:8 (One cement, Four crushed stone sand and eight 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 - Mixing by Mechanical Means | 28.5 | m3 | 1,25,541.08 ₹1,25,541.08 Lowest | 1,59,600 ₹1,59,600 |
| 4.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications. TNDSS No:30&86 | 297 | m2 | 79,141.59 ₹79,141.59 Lowest | 1,03,950 ₹1,03,950 |
| 5.00 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 75 | m2 | 4,10,421 ₹4,10,421 Lowest | 5,17,500 ₹5,17,500 |
| 6.00 | Plasteringin cement mortar 1:4 mix (one part of cement and four part of sand) 12mm thick finishing including cost and conveyance of all materials and labour charges for curring and all other incidental charges etc. Complete complying with standard specification TNDSS no: 61 | 66 | m2 | 15,398.46 ₹15,398.46 Lowest | 19,800 ₹19,800 |
| 7.00 | Supplying and erecting centering to sides and soffits including supports and strutting up to 3.29m height for plain surfaces such as RCC slabs nectangular beams. Tee or L beams lintels, star case beam etc. in all floors with all cross bracing using mild steel sheet of size 90 x 60 cm and BG 10 gauge stiffended with welded mild steel angles of size 25 x 25 x 3mm for boarding laid over silver oak country wood joists of size 10 x 6.5 cm spaced at about 90cm center to center and supported with casurina props or 10 cm to 13 cm dia spaced at 75 cm center etc. complete complying with standard specification in all floors.TNDSS NO : 30 & 36. | 95 | m2 | 55,980.65 ₹55,980.65 Lowest | 71,250 ₹71,250 |
| 8.00 | Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97 | 1,800 | Kg | 1,33,884 ₹1,33,884 Lowest | 1,69,200 ₹1,69,200 |
| 9.00 | Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using machine broken granite jelly of 20 mm size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 20 | m3 | 1,40,503.2 ₹1,40,503.2 Lowest | 1,76,000 ₹1,76,000 |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
30 Jun 2026, 3:00 pmClosed
Executive Officer
Puthukkadai Town Panchayat office
Construction of drainage with cover slab at Santhai to Kurusuvilai
2026_DTP_680147_1
291/2025/A1 (GF 14)
Open Tender
Civil Works
Works
90 days
Puthukkadai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,000
Puthukkadai Town Panchayat
17 Jul 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
30 Jun 2026
10 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the existing damaged random rubble masonry cement mortar wall portion clearing away and carefully taking material useful for reuse for any thickness of concrete including all cost etc. as per standard specification. | 38 | m3 | - | - |
| 2 | 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 and cleaning and levelling the site etc complete. (Narrow Foundation - First Depth upto 2 metre) | 169 | m3 | - | - |
| 3 | Cement Concrete 1:4:8 (One cement, Four crushed stone sand and eight 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 - Mixing by Mechanical Means | 28.5 | m3 | - | - |
| 4 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications. TNDSS No:30&86 | 297 | m2 | - | - |
| 5 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 75 | m2 | - | - |
| 6 | Plasteringin cement mortar 1:4 mix (one part of cement and four part of sand) 12mm thick finishing including cost and conveyance of all materials and labour charges for curring and all other incidental charges etc. Complete complying with standard specification TNDSS no: 61 | 66 | m2 | - | - |
| 7 | Supplying and erecting centering to sides and soffits including supports and strutting up to 3.29m height for plain surfaces such as RCC slabs nectangular beams. Tee or L beams lintels, star case beam etc. in all floors with all cross bracing using mild steel sheet of size 90 x 60 cm and BG 10 gauge stiffended with welded mild steel angles of size 25 x 25 x 3mm for boarding laid over silver oak country wood joists of size 10 x 6.5 cm spaced at about 90cm center to center and supported with casurina props or 10 cm to 13 cm dia spaced at 75 cm center etc. complete complying with standard specification in all floors.TNDSS NO : 30 & 36. | 95 | m2 | - | - |
| 8 | Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97 | 1,800 | Kg | - | - |
| 9 | Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using machine broken granite jelly of 20 mm size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30 | 20 | m3 | - | - |
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