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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr Quoted ₹2.3 Cr | L1 | Accepted-AOC Agreement Accepted |
| 2 | L2₹2.4 Cr+₹9.0 L (3.90%)Rejected-Finance 1 90 VADASIRUVALUR VALLIMEDUPETTAI POST TINDIVANAM TALUK VILUPPURAM 604207 | VILLUPURAM | TAMIL NADU | 604207 | ₹2.4 Cr+₹9.0 L (3.90%) | L2 | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | R.RAJARAM CONTRACTOR L1 | dharani constructions 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. | 452 | M3 | 265 ₹1,19,780 Lowest | 274.78 ₹1,24,200.56 |
| 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. | 194 | M3 | 1,728 ₹3,35,232 Lowest | 1,795.46 ₹3,48,319.24 |
| 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. | 84 | M3 | 161 ₹13,524 Lowest | 167 ₹14,028 |
| 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. | 318 | M3 | 498 ₹1,58,364 Lowest | 516.76 ₹1,64,329.68 |
| 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 curing etc. complete complying with standard specification-Mixing by manual means | 30 | M3 | 5,459 ₹1,63,770 Lowest | 5,671 ₹1,70,130 |
| 6.00 | Cement Concrete 1:5:10 (One cement, Five Crushed stone sand and Ten hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) Mixing by Manual means | 36 | M3 | 5,459 ₹1,96,524 Lowest | 5,671 ₹2,04,156 |
| 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 | 105 | M3 | 7,641 ₹8,02,305 Lowest | 7,938.44 ₹8,33,536.2 |
| 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 ground floor | 65 | M3 | 7,667 ₹4,98,355 Lowest | 7,965.58 ₹5,17,762.7 |
| 8.02 | In first floor | 74 | M3 | 7,860 ₹5,81,640 Lowest | 8,166 ₹6,04,284 |
Tender Value
₹2.2 Cr
EMD Value
₹1.2 L
Closing Date
18 Sept 2025, 3:00 pmClosed
The Superintending Engineer, P.W.D., Trichy
Office of the Superintending Engineer, P.W.D., Buildings (C and M), Circle, Trichy-1
Construction of 10 Classroom, in GMHSS at Padalur in Perambalur District
2025_PWD_600429_1
Tn.No.23/2025-2026/26.08.2025
Open Tender
Civil Works - Buildings
Lump-sum
240 days
Padalur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹1.2 L
6 Nov 2025
4 Sept 2025
19 Sept 2025
4 Sept 2025
18 Sept 2025
4 Sept 2025
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