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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr Quoted ₹2.1 Cr | L1 | Accepted-AOC Agreement accepted by TAC |
| 2 | L2₹2.1 Cr+₹3.0 L (1.45%)Rejected-Finance NO 59 SOUTH STREET NAGARAPPADI POST SRIMUSHNAM TALUK CUDDALORE 608703 | SRIMUSHNAM | CUDDALORE | TAMIL NADU | 608703 | ₹2.1 Cr+₹3.0 L (1.45%) | L2 | Rejected-Finance Second lowest tenderer for L2 |
| 3 | L3₹2.1 Cr+₹5.1 L (2.43%)Rejected-Finance | ₹2.1 Cr+₹5.1 L (2.43%) | L3 | Rejected-Finance Third lowest tenderer for L3 |
| Sl No | Description | Qty | Unit | Kaliyamoorthy L2 | Govindaraj.C L3 | T.SELVAM SELVAMANI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 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. | 521 | m 3 | 267 ₹1,39,107 | 270 ₹1,40,670 | 265 ₹1,38,065 Lowest |
| 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. | 63 | m 3 | 114 ₹7,182 | 116 ₹7,308 | 110 ₹6,930 Lowest |
| 3.00 | 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. | 84 | m 3 | 2,396 ₹2,01,264 | 2,419 ₹2,03,196 | 2,350 ₹1,97,400 Lowest |
| 4.00 | 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. | 43 | m 3 | 163 ₹7,009 | 164 ₹7,052 | 160 ₹6,880 Lowest |
| 5.00 | 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. | 205 | m 3 | 821 ₹1,68,305 | 828 ₹1,69,740 | 810 ₹1,66,050 Lowest |
| 6.00 | 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 | 43 | m 3 | 6,166 ₹2,65,138 | 6,226 ₹2,67,718 | 6,100 ₹2,62,300 Lowest |
| 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 jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying 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 Manual means | 31 | m 3 | 6,166 ₹1,91,146 | 6,226 ₹1,93,006 | 6,100 ₹1,89,100 Lowest |
| 8.00Brick work in Cement Mortar 1:3 (one cement and three crushed stone sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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 | For Foundation and Basement. | 23 | m 3 | 8,248 ₹1,89,704 | 8,328 ₹1,91,544 | 8,100 ₹1,86,300 Lowest |
| 9.00Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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. | ||||||
Tender Value
₹2.0 Cr
EMD Value
₹1.1 L
Closing Date
12 Feb 2026, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of 6 Class rooms, Boys Toilet (2 Nos), Compound wall and Paver Block arrangements in Government Higher Secondary School at Pelandurai in Cuddalore District
2026_PWD_650406_1
79-01-2025-2026
Open Tender
Civil Works - Buildings
Lump-sum
240 days
Pelandurai
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.1 L
8 Jun 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 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. | 521 | m 3 | - | - |
| 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. | 63 | m 3 | - | - |
| 3 | 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. | 84 | m 3 | - | - |
| 4 | 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. | 43 | m 3 | - | - |
| 5 | 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. | 205 | m 3 | - | - |
| 6 | 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 | 43 | m 3 | - | - |
| 7 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying 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 Manual means | 31 | m 3 | - | - |
| 8Brick work in Cement Mortar 1:3 (one cement and three crushed stone sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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 | For Foundation and Basement. | 23 | m 3 | - | - |
| 9Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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. | |||||
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