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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 CrAccepted-AOC ERODE 638 002 | ERODE | TAMIL NADU | 638002 | L1 | Accepted-AOC The lowest and negotiated tender is approved by 137th TAC meeting on 12.03.2026 | |
| 2 | L2₹27.6 Cr+₹59.7 L (2.21%)Rejected-AOC R MUTHUSAMY BROTHERS INDUSTRIAL COMPLEX T S NO 6 2 PALLADAM ROAD TIRUPPUR 641 604 | TIRUPPUR | TIRUPPUR | TAMIL NADU | 641604 | L2 | Rejected-AOC Other than lowest tenderer | |
| 3 | L3₹28.1 Cr+₹1.1 Cr (4.13%)Rejected-AOC | L3 | Rejected-AOC Other than lowest tenderer |
| Sl No | Description | Qty | Unit | Siva Engineering Company L2 | ksn construction L3 | R SURESHMANI L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 100 mts and clearing and levelling including dressing of sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
For upto 2.40m Depth | 5,042 | M3 | 400 ₹20,16,800 | 410 ₹20,67,220 | 385 ₹19,41,170 Lowest |
| 2.00 | 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. | 45 | M3 | 230 ₹10,350 | 230 ₹10,350 | 215 ₹9,675 Lowest |
| 3.00 | Earth work Open excavation by Mechanical Means for Open Earthwork 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. | 1,012 | M3 | 210 ₹2,12,520 | 220 ₹2,22,640 | 205 ₹2,07,460 Lowest |
| 3.01 | b)Above 2.40m Depth. | 124 | M3 | 240 ₹29,760 | 240 ₹29,760 | 225 ₹27,900 Lowest |
| 4.00 | 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. | 454 | M3 | 1,760 ₹7,99,040 | 1,800 ₹8,17,200 | 1,695 ₹7,69,530 Lowest |
| 5.00 | 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. | 2,014 | M3 | 180 ₹3,62,520 | 180 ₹3,62,520 | 170 ₹3,42,380 Lowest |
| 6.00 | 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. | 384 | M3 | 530 ₹2,03,520 | 540 ₹2,07,360 | 505 ₹1,93,920 Lowest |
| 7.00 | 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 mechanical means | 312 | M3 | 5,770 ₹18,00,240 | 5,880 ₹18,34,560 | 5,715 ₹17,83,080 Lowest |
| 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 jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 mechanical means | 313 | M3 | 5,770 ₹18,06,010 | 5,880 ₹18,40,440 | 5,715 ₹17,88,795 Lowest |
| 9.00 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Machine Mixing | 245 | M2 | 340 ₹83,300 | 350 ₹85,750 | 335 ₹82,075 Lowest |
Tender Value
₹26.1 Cr
EMD Value
₹13.2 L
Closing Date
9 Mar 2026, 3:00 pmClosed
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of New Integrated Commercial Taxes office Building at Hosur in Krishnagiri District
2026_PWD_668637_1
49/01/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
510 days
Hosur in Krishnagiri District
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹13.2 L
8 May 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 100 mts and clearing and levelling including dressing of sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
For upto 2.40m Depth | 5,042 | M3 | - | - |
| 2 | 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. | 45 | M3 | - | - |
| 3 | Earth work Open excavation by Mechanical Means for Open Earthwork 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. | 1,012 | M3 | - | - |
| 3.01 | b)Above 2.40m Depth. | 124 | M3 | - | - |
| 4 | 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. | 454 | M3 | - | - |
| 5 | 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. | 2,014 | M3 | - | - |
| 6 | 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. | 384 | M3 | - | - |
| 7 | 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 mechanical means | 312 | M3 | - | - |
| 8 | 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, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying 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 mechanical means | 313 | M3 | - | - |
| 9 | Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Machine Mixing | 245 | M2 | - | - |
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