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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹3,060.47 (0.75%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹3,060.47 (0.75%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.3 L+₹23,947.20 (5.84%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹23,947.20 (5.84%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R Palanichamy L1 | M.Sheela L3 | V KARUPPAIAH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling clearing away and carefully stacking the materials useful for re-use of Plain cement Concrete including cost and conveyance etc complete as per standard specification. | 4 | M3 | 486 ₹1,944 Lowest | 510 ₹2,040 | 486 ₹1,944 Lowest |
| 2.00 | Dismantling clearing away and carefully stacking the materials useful for re-use of RCC including cost and conveyance etc complete as per standard specification. | 8 | M3 | 4,308 ₹34,464 Lowest | 4,524 ₹36,192 | 4,308 ₹34,464 Lowest |
| 3.00 | Earthwork excavation and depositing on bankwith an initial lead of 10 m and initial liftof 2min Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earh and earthmixed with small size boulders and hard gravelly soil etc., complete.and as directed by departmental officers | 31 | M3 | 102.8 ₹3,186.8 | 108 ₹3,348 | 102.5 ₹3,177.5 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 6 | M3 | 5,098 ₹30,588 Lowest | 5,354 ₹32,124 | 5,098 ₹30,588 Lowest |
| 5.00Centering for soffits of RCC 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 - 10 m 2 (P & D)Data 38 | ||||||
| 5.01 | For Drain | 78 | M2 | 525 ₹40,950 Lowest | 551 ₹42,978 | 525 ₹40,950 Lowest |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 10& 12mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 8 | M3 | 6,945 ₹55,560 Lowest | 7,292 ₹58,336 | 6,945.03 ₹55,560.24 |
| 7.00Centering for soffits of RCC 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 - 10 m 2 (P & D)Data 38 | ||||||
| 7.01 | For Culvert | 22 | M2 | 525 ₹11,550 Lowest | 551 ₹12,122 | 525 ₹11,550 Lowest |
| 8.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification. | 475 | Kg | 91 ₹43,225 Lowest | 97 ₹46,075 | 91.86 ₹43,633.5 |
Tender Value
₹4.2 L
EMD Value
₹4,200
Closing Date
11 Sept 2026, 3:00 pmClosed
COMMISSIONER, PERIYAKULAM MUNICIPALITY
Municipal Office Katcheri Road Thenkarai Periyakulam PIN 625 601
Periyakulam Municipality-General Fund-Providing storm water drain at Meenatchiyamman koil Padithurai street to Anaiyappar lane Ward No.21 in Periyakulam Municipality
2026_MAWS_699063_1
401/2026/E1
Open Tender
Civil Works - Others
Works
MUNICIPAL OFFICE, PERIYAKULAM
Periyakulam Municipality-General Fund-Providing storm water drain at Meenatchiyamman koil Padithurai street to Anaiyappar lane Ward No.21 in Periyakulam Municipality
2 documents required · 2 mandatory
₹0
₹4,200
11 Sept 2026
28 Aug 2026
11 Sept 2026
28 Aug 2026
11 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling clearing away and carefully stacking the materials useful for re-use of Plain cement Concrete including cost and conveyance etc complete as per standard specification. | 4 | M3 | - | - |
| 2 | Dismantling clearing away and carefully stacking the materials useful for re-use of RCC including cost and conveyance etc complete as per standard specification. | 8 | M3 | - | - |
| 3 | Earthwork excavation and depositing on bankwith an initial lead of 10 m and initial liftof 2min Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earh and earthmixed with small size boulders and hard gravelly soil etc., complete.and as directed by departmental officers | 31 | M3 | - | - |
| 4 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 6 | M3 | - | - |
| 5Centering for soffits of RCC 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 - 10 m 2 (P & D)Data 38 | |||||
| 5.01 | For Drain | 78 | M2 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 10& 12mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 8 | M3 | - | - |
| 7Centering for soffits of RCC 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 - 10 m 2 (P & D)Data 38 | |||||
| 7.01 | For Culvert | 22 | M2 | - | - |
| 8 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification. | 475 | Kg | - | - |
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