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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.7 LAccepted-AOC | ₹83.7 L Quoted ₹83.8 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹84.5 L+₹72,874.97 (0.87%)Rejected-AOC D NO 8 11 PONNAGARAM SITHAR KOVIL KOSAVAPATTY PO EDANGANSALAI SALEM 637 502 | SALEM | SALEM | TAMIL NADU | 637502 | ₹84.5 L+₹72,874.97 (0.87%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹86.8 L+₹3.1 L (3.66%)Rejected-AOC | ₹86.8 L+₹3.1 L (3.66%) | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹88.9 L+₹5.1 L (6.13%)Rejected-AOC | ₹88.9 L+₹5.1 L (6.13%) | L4 | Rejected-AOC Fourth Lowest |
| 5 | L5₹90.8 L+₹7.1 L (8.46%)Rejected-AOC | ₹90.8 L+₹7.1 L (8.46%) | L5 | Rejected-AOC Fifth Lowest |
| Sl No | Description | Qty | Unit | VIDHYASAGAR L7 | S THIRAVIAM L8 | GRACE BUILDERS L6 | N.RAMAN L9 | RP ENTERPRISES L1 | RS CONTRACTOR L4 | S SARAVANAN L2 | A ULAGU LAKSHMANAN L3 | GS ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 323 | M3 | 211.8 ₹68,411.4 | 217.23 ₹70,165.29 | 320 ₹1,03,360 | 219.35 ₹70,850.05 | 300 ₹96,900 | 180 ₹58,140 Lowest | 230 ₹74,290 | 200 ₹64,600 | 250 ₹80,750 |
| 2.00 | 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 | 19 | M3 | 5,601 ₹1,06,419 | 5,747.8 ₹1,09,208.2 | 5,500 ₹1,04,500 | 5,804.15 ₹1,10,278.85 | 5,000 ₹95,000 | 5,000 ₹95,000 | 4,275 ₹81,225 Lowest | 5,100 ₹96,900 | 5,000 ₹95,000 |
| 3.00 | 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. | 50 | M3 | 157 ₹7,850 | 160.95 ₹8,047.5 | 150 ₹7,500 | 162.5 ₹8,125 | 150 ₹7,500 | 30 ₹1,500 | 4 ₹200 Lowest | 140 ₹7,000 | 75 ₹3,750 |
| 4.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 72 | M3 | 368 ₹26,496 | 377.2 ₹27,158.4 | 490.68 ₹35,328.96 | 380.9 ₹27,424.8 | 400 ₹28,800 | 180 ₹12,960 | 95 ₹6,840 Lowest | 350 ₹25,200 | 600 ₹43,200 |
| 5.00 | Supplying and filling in foundation, basement, etc with filling stone dust 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. | 35 | M3 | 484 ₹16,940 | 496.42 ₹17,374.7 | 1,500 ₹52,500 | 501.3 ₹17,545.5 | 450 ₹15,750 Lowest | 1,000 ₹35,000 | 1,350 ₹47,250 | 450 ₹15,750 Lowest | 750 ₹26,250 |
| 6.00 | Providing ANTI-TERMITE treatment to soil adjacent under building foundation, plinth periphery of the building by application of chemicals of ISI 63613 part I to IV in stages to suit the progress of work as per the detailed specification as below. Including breaking of termite mounds, making holes with clow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. | 187.5 | M2 | 143 ₹26,812.5 | 146.88 ₹27,540 | 100 ₹18,750 | 148.3 ₹27,806.25 | 100 ₹18,750 | 90 ₹16,875 | 70 ₹13,125 Lowest | 130 ₹24,375 | 100 ₹18,750 |
| 6.01Stage-1:Spraying anti-termite chemical solution for the foundation before laying concrete in bottom and sides of foundation. | ||||||||||||
| 6.02Stage-2:Spraying anti-termite chemical solution to the grade beam level, spraying has to done for the grade beam, brick masonry contact with the back fill earth. | ||||||||||||
| 6.03Stage-3: Spraying anti-termite chemical solution on the M-Sand for the flooring before laying the flooring concrete. This treatment has to be carried out on the M-Sand filling by making holes with crow bar to a depth of 60 cms and at 60cms intervals on both. | ||||||||||||
| 6.04Stage-4: Spraying anti-termite chemical solution alround building outside by making holes through bar before laying plinth protection and the holes to be closed after the treatment. | ||||||||||||
Tender Value
₹96.6 L
EMD Value
₹58,300
Closing Date
30 Jul 2026, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Buildings Construction and Maintenance Circle, Tirunelveli
Construction of 5 Class room Building and 1 Lab in Municipal Middle School in Thaikka Street at Kayalpattinam in Thoothukudi District
2026_PWD_686049_1
1(3) SE/2026-27 dated 14.07.2026
Open Tender
Civil Works - Buildings
Lump-sum
210 days
Kayalpattinam
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹58,300
31 Aug 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
30 Jul 2026
16 Jul 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. | 323 | M3 | 212.97 | ₹68,789.31 |
| 2 | 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 | 19 | M3 | 5,635.1 | ₹1,07,066.9 |
| 3 | 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. | - | M3 | 157.79 | - |
| 4 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | - | M3 | 369.81 | - |
| 5 | Supplying and filling in foundation, basement, etc with filling stone dust 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. | - | M3 | 486.69 | - |
| 6 | Providing ANTI-TERMITE treatment to soil adjacent under building foundation, plinth periphery of the building by application of chemicals of ISI 63613 part I to IV in stages to suit the progress of work as per the detailed specification as below. Including breaking of termite mounds, making holes with clow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. | 187.5 | M2 | 144 | ₹27,000 |
| 6.01 | Stage-1:Spraying anti-termite chemical solution for the foundation before laying concrete in bottom and sides of foundation. | - | - | - | - |
| 6.02 | Stage-2:Spraying anti-termite chemical solution to the grade beam level, spraying has to done for the grade beam, brick masonry contact with the back fill earth. | - | - | - | - |
| 6.03 | Stage-3: Spraying anti-termite chemical solution on the M-Sand for the flooring before laying the flooring concrete. This treatment has to be carried out on the M-Sand filling by making holes with crow bar to a depth of 60 cms and at 60cms intervals on both. | - | - | - | - |
| 6.04 | Stage-4: Spraying anti-termite chemical solution alround building outside by making holes through bar before laying plinth protection and the holes to be closed after the treatment. | - | - | - | - |
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