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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.5 LAccepted-AOC | ₹71.5 L Quoted ₹75.1 L | L1 | Accepted-AOC Agreement accepted |
| 2 | L2₹76.6 L+₹1.4 L (1.90%)Rejected-Finance | ₹76.6 L+₹1.4 L (1.90%) | L2 | Rejected-Finance Second Lowest tenderer for L2 |
| 3 | L3₹78.0 L+₹2.9 L (3.81%)Rejected-Finance | ₹78.0 L+₹2.9 L (3.81%) | L3 | Rejected-Finance Third Lowest tenderer for L3 |
| Sl No | Description | Qty | Unit | TNT CONSTRUCTIONS L3 | KSR CONSTRUCTIONS L2 | ESWARAN BUILDERS 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. | 223.1 | M3 | 282.31 ₹62,983.36 | 277.13 ₹61,827.7 | 271.95 ₹60,672.05 Lowest |
| 2.00 | 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. | 33.1 | M3 | 2,166.92 ₹71,725.05 | 2,127.16 ₹70,409 | 2,087.4 ₹69,092.94 Lowest |
| 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. | 23 | M3 | 172.22 ₹3,961.06 | 169.06 ₹3,888.38 | 165.9 ₹3,815.7 Lowest |
| 4.00 | 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. | 65 | M3 | 531.92 ₹34,574.8 | 522.16 ₹33,940.4 | 512.4 ₹33,306 Lowest |
| 5.00 | 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 | 26 | M3 | 6,129.07 ₹1,59,355.82 | 6,016.61 ₹1,56,431.86 | 5,904.15 ₹1,53,507.9 Lowest |
| 6.00Brick 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. | ||||||
| 6.01 | In Foundation and Basement | 22 | M3 | 8,212.06 ₹1,80,665.32 | 8,061.38 ₹1,77,350.36 | 7,910.7 ₹1,74,035.4 Lowest |
| 6.02 | In ground floor | 42.2 | M3 | 8,313.43 ₹3,50,826.75 | 8,160.89 ₹3,44,389.56 | 8,008.35 ₹3,37,952.37 Lowest |
| 7.00Brick work in Cement Mortar 1:5 (one cement and five 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. | ||||||
| 7.01 | In Foundation and Basement | 40.86 | M3 | 8,287.27 ₹3,38,617.85 | 8,135.21 ₹3,32,404.68 | 7,983.15 ₹3,26,191.51 Lowest |
Tender Value
₹71.5 L
EMD Value
₹45,800
Closing Date
16 Sept 2025, 3:00 pmClosed
Superintending Engineer, P.W.D., Buildings(C and M
Office of the Superintending Engineer, P.W.D., Buildings(C and M), Circle, Trichy-1
Construction of 2 Classroom, Girls Toilet -1 No, Drinking Water Supply Arrangements and 120 Meter Compound wall in GHSS at Natham in Trichy District
2025_PWD_600556_1
Tn.20/SE/date.19.08.2025
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Natham
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹45,800
21 Nov 2025
4 Sept 2025
17 Sept 2025
4 Sept 2025
16 Sept 2025
4 Sept 2025
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