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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-AOC | ₹7.5 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹7.6 Cr+₹10.5 L (1.41%)Rejected-AOC NO 5 KOTTAI NAICKEN STREET KALAPPA NAICKENPATTI NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | ₹7.6 Cr+₹10.5 L (1.41%) | L2 | Rejected-AOC Second Lowest bidder |
| 3 | L3₹7.7 Cr+₹20.4 L (2.73%)Rejected-AOC | ₹7.7 Cr+₹20.4 L (2.73%) | L3 | Rejected-AOC Third Lowest bidder |
| 4 | L4₹8.2 Cr+₹72.4 L (9.71%)Rejected-AOC | ₹8.2 Cr+₹72.4 L (9.71%) | L4 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | PSK ENGINEERING CONSTRUCTION AND CO L4 | PL Comm Infra LLP L3 | SREE SUMATHI AND CO L1 | Shree Shivane Construction L2 |
|---|---|---|---|---|---|---|---|
| 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 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.- Upto 2.40m Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 1,683 | m3 | 333 ₹5,60,439 | 324 ₹5,45,292 Lowest | 325 ₹5,46,975 | 327 ₹5,50,341 |
| 2.00 | 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.Data worked out for 64 m3 per day/8 hrs. | 316 | m3 | 216 ₹68,256 | 200 ₹63,200 | 176 ₹55,616 Lowest | 177 ₹55,932 |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five M-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 | 123 | m3 | 6,500 ₹7,99,500 | 5,900 ₹7,25,700 | 4,900 ₹6,02,700 Lowest | 4,948 ₹6,08,604 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M-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. | 221 | m3 | 2,030 ₹4,48,630 | 1,842 ₹4,07,082 | 1,500 ₹3,31,500 Lowest | 1,530 ₹3,38,130 |
| 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. | 226 | m3 | 700 ₹1,58,200 | 680 ₹1,53,680 | 400 ₹90,400 Lowest | 410 ₹92,660 |
| 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. | 186 | m3 | 160 ₹29,760 | 140 ₹26,040 Lowest | 140 ₹26,040 Lowest | 140 ₹26,040 Lowest |
| 7.00Brick work in Cement Mortar 1:6 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. | |||||||
| 7.01 | In Foundation and Basement | 130 | m3 | 7,350 ₹9,55,500 | 7,100 ₹9,23,000 | 6,500 ₹8,45,000 Lowest | 6,631 ₹8,62,030 |
| 7.02 | Super Structure In Ground floor | 259.7 | m3 | 7,450 ₹19,34,765 | 7,200 ₹18,69,840 | 6,600 ₹17,14,020 Lowest | 6,675 ₹17,33,497.5 |
| 7.03 | Super Structure In First Floor | 198 | m3 | 7,550 ₹14,94,900 | 7,300 ₹14,45,400 | 6,800 ₹13,46,400 Lowest | 6,853 ₹13,56,894 |
Tender Value
₹8.5 Cr
EMD Value
₹4.5 L
Closing Date
11 Sept 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer PWD Building C and M Circle Erode
CONSTRUCTION OF 150 STUDENTS MBC COLLEGE GIRLS HOSTEL BUILDING IN ARIGNAR ANNA GOVERNMENT ARTS COLLEGE AT LATHUVADI IN MOHANUR TALUK NAMAKKAL DISTRICT
2025_PWD_597096_1
NIT17 2025 26 B C M CIRCLE ERODE Dated 18.08.2025
Open Tender
Civil Works - Buildings
Lump-sum
365 days
Lathuvadi
Two Cover Pre Qualification Tender system Registered contractor Class II and above evaluation shall be done based on criteria mentioned in the PQ application
18 documents required · 18 mandatory
₹0
₹4.5 L
12 Mar 2026
26 Aug 2025
11 Sept 2025
26 Aug 2025
11 Sept 2025
26 Aug 2025
| 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 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.- Upto 2.40m Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 1,683 | m3 | - | - |
| 2 | 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.Data worked out for 64 m3 per day/8 hrs. | 316 | m3 | - | - |
| 3 | Cement Concrete 1:5:10 (One Cement, Five M-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 | 123 | m3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M-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. | 221 | m3 | - | - |
| 5 | 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. | 226 | m3 | - | - |
| 6 | 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. | 186 | m3 | - | - |
| 7Brick work in Cement Mortar 1:6 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. | |||||
| 7.01 | In Foundation and Basement | 130 | m3 | - | - |
| 7.02 | Super Structure In Ground floor | 259.7 | m3 | - | - |
| 7.03 | Super Structure In First Floor | 198 | m3 | - | - |
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