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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC 1 367 SIVAN KOVIL STREET THONDAMATHURAI POST VEPPANTHATTAI TALUK PERAMBALUR DISTRICT | PERAMBALUR | TAMIL NADU | 621101 | ₹2.1 Cr | L1 | Accepted-AOC Agreement Accepted |
| 2 | L2₹2.2 Cr+₹5.1 L (2.37%)Rejected-AOC 17 A SHYAMA JI PURAM I I T SOCIETY IIT KALYANPUR KANPUR UTTAR PRADESH 208016 | KANPUR NAGAR | UTTAR PRADESH | 208016 | ₹2.2 Cr+₹5.1 L (2.37%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹2.2 Cr+₹10.7 L (5.02%)Rejected-AOC | ₹2.2 Cr+₹10.7 L (5.02%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | RAVICHANDARAN L3 | V.JANARTHANAN L1 | Krishna and Co L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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. | 506.9 | M3 | 266 ₹1,34,835.4 | 254 ₹1,28,752.6 Lowest | 260 ₹1,31,794 |
| 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 directed by the departmental officers. | 49 | M3 | 114 ₹5,586 | 109 ₹5,341 Lowest | 112 ₹5,488 |
| 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. | 136.33 | M3 | 1,620 ₹2,20,854.6 | 1,547 ₹2,10,902.51 Lowest | 1,583 ₹2,15,810.39 |
| 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. | 62.2 | M3 | 167 ₹10,387.4 | 160 ₹9,952 Lowest | 163 ₹10,138.6 |
| 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. | 188.5 | M3 | 530 ₹99,905 | 506 ₹95,381 Lowest | 518 ₹97,643 |
| 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 curing etc. complete complying with standard specification-Mixing by manual means | 43.3 | M3 | 5,404 ₹2,33,993.2 | 5,159 ₹2,23,384.7 Lowest | 5,281 ₹2,28,667.3 |
| 7.00 | Brick work in Cement Mortar 1:5 (one cement and five crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm 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.In Foundatation and Basement | 23 | M3 | 7,944 ₹1,82,712 | 7,583 ₹1,74,409 Lowest | 7,764 ₹1,78,572 |
| 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 | In Foundatation and Basement | 83.6 | M3 | 7,861 ₹6,57,179.6 | 7,503 ₹6,27,250.8 Lowest | 7,682 ₹6,42,215.2 |
| 8.02 | In ground floor | 97.5 | M3 | 7,956 ₹7,75,710 | 7,595 ₹7,40,512.5 Lowest | 7,775 ₹7,58,062.5 |
Tender Value
₹2.0 Cr
EMD Value
₹1.1 L
Closing Date
15 Jul 2025, 3:00 pmClosed
Superintending Engineer, P.W.D., B, Trichy
Office of the Superintending Engineer, P.W.D., Buildings (C and M), Circle, Trichy-1
Construction of District Town and Country Planning Office at Perambalur in Perambalur District
2025_PWD_578217_1
Tn.No.11/2025-2026/24.06.2025
Open Tender
Civil Works - Buildings
Lump-sum
180 days
Perambalur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.1 L
6 Nov 2025
4 Jul 2025
16 Jul 2025
4 Jul 2025
15 Jul 2025
4 Jul 2025
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aoc.pdf
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