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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr Quoted ₹3.2 Cr | L1 | Accepted-AOC AGREEMENT ACCEPTED |
| 2 | L2₹3.3 Cr+₹7.2 L (2.22%)Rejected-Finance | ₹3.3 Cr+₹7.2 L (2.22%) | L2 | Rejected-Finance SECOND LOWEST TENDERER L2 |
| Sl No | Description | Qty | Unit | MANIMOZHIYAN L1 | P. PARIVALLAL L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 745 | m3 | 260 ₹1,93,700 Lowest | 267 ₹1,98,915 |
| 2.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 74.5 | m3 | 110 ₹8,195 Lowest | 114 ₹8,493 |
| 3.00 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 81 | m3 | 1,530 ₹1,23,930 Lowest | 1,564 ₹1,26,684 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 148 | m3 | 2,300 ₹3,40,400 Lowest | 2,354 ₹3,48,392 |
| 5.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 115 | m3 | 160 ₹18,400 Lowest | 163 ₹18,745 |
| 6.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 273 | m3 | 1,050 ₹2,86,650 Lowest | 1,071 ₹2,92,383 |
| 7.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 41 | m3 | 6,200 ₹2,54,200 Lowest | 6,293 ₹2,58,013 |
| 8.00Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 8.01 | Foundation and Basement | 152 | m3 | 7,900 ₹12,00,800 Lowest | 8,002 ₹12,16,304 |
| 8.02 | In Ground Floor | 110 | m3 | 7,900 ₹8,69,000 Lowest | 8,099 ₹8,90,890 |
Tender Value
₹3.2 Cr
EMD Value
₹1.7 L
Closing Date
9 Mar 2026, 3:00 pmClosed
Superintending engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of Building for District Training Centre for Sewing Machine Operator, Domestic DATA ENTRY Operator, Beauty Therapist, welding and Quality Technician, Assistant Electrician at Manamelkudi in Pudukkottai district
2026_PWD_667742_1
96-2025-2026
Open Tender
Civil Works - Buildings
Lump-sum
210 days
Manamelkudi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.7 L
18 Aug 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
9 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 745 | m3 | - | - |
| 2 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 74.5 | m3 | - | - |
| 3 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 81 | m3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 148 | m3 | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 115 | m3 | - | - |
| 6 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 273 | m3 | - | - |
| 7 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 41 | m3 | - | - |
| 8Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 8.01 | Foundation and Basement | 152 | m3 | - | - |
| 8.02 | In Ground Floor | 110 | m3 | - | - |
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