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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 CrAccepted-AOC | ₹16.5 Cr Quoted ₹16.6 Cr | L1 | Accepted-AOC Agreement accepted |
| 2 | L2₹17.1 CrRejected-Finance 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹17.1 Cr | L2 | Rejected-Finance Second Lowest tenderer for L2 |
| 3 | L3₹17.7 CrRejected-Finance NO 5 25A NADUMEDU PILLUR POST PARAMATHI VELUR TALUK NAMAKKAL DISTRICT 637206 | NAMAKKAL | TAMIL NADU | 637206 | ₹17.7 Cr | L3 | Rejected-Finance Third Lowest tenderer for L3 |
| Sl No | Description | Qty | Unit | S.R.CONSTRUCTION L1 | ABIRAMI ENGINEERING CONSTRUCTION AND CO L2 | sivaparameswari engineering construction and co L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling, Brick / stone masonry in Cement mortar walls under 3m high clearing away and carefully stacking materials useful for re-use for any thickness of walls | 43 | M3 | 280 ₹12,040 | 320 ₹13,760 | 375 ₹16,125 |
| 2.00 | Dismantling RCC work clearing away and carefully stacking materials useful for re-use | 2.7 | M3 | 4,550 ₹12,285 | 4,650 ₹12,555 | 4,850 ₹13,095 |
| 3.00 | 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. | 2,520 | M3 | 250 ₹6.3 L | 280 ₹7.1 L | 300 ₹7.6 L |
| 4.00 | 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. | 202 | M3 | 105 ₹21,210 | 120 ₹24,240 | 130 ₹26,260 |
| 5.00 | 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. | 1,077.1 | M3 | 2,000 ₹21.5 L | 2,050 ₹22.1 L | 2,150 ₹23.2 L |
| 6.00 | 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. | 192 | M3 | 150 ₹28,800 | 180 ₹34,560 | 195 ₹37,440 |
| 7.00 | 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. | 3,141 | M3 | 760 ₹23.9 L | 790 ₹24.8 L | 755 ₹23.7 L |
| 8.00 | 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 | 147.6 | M3 | 5,500 ₹8.1 L | 5,550 ₹8.2 L | 5,500 ₹8.1 L |
| 9.00 | 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 | 145 | M3 | 5,500 ₹8.0 L | 5,600 ₹8.1 L | 5,700 ₹8.3 L |
| 10.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 1,064 | M2 | 680 ₹7.2 L | 695 ₹7.4 L | 730 ₹7.8 L |
Tender Value
₹16.5 Cr
EMD Value
₹8.3 L
Closing Date
29 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 Additional Girls Hostel for UG and PG Students at TamilNadu National Law University in Trichy District
2025_PWD_603056_1
Tn.22/SE/date.26.08.2025
Open Tender
Civil Works - Buildings
480 days
TamilNadu National Law University in Trichy
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹8.3 L
28 Jan 2026
12 Sept 2025
30 Sept 2025
12 Sept 2025
29 Sept 2025
12 Sept 2025
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