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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC 1 82 ANNA NAGAR 5TH STREET DHARMAPURI MAIN ROAD KOTTAMETTUPATTI VILLAGE OMALUR 636455 | OMALUR | SALEM | TAMIL NADU | 636455 | ₹1.4 Cr | L1 | Accepted-AOC The lowest and negotiated bidder M/s.Pownambal Construction,Salem is accepted by the Chief Engineer PWD, Coimbatore Region,Coimbatore Letter No. HDO/DB/F.11(SLM)/2025/dt.07.10.2025 |
| 2 | L2₹1.5 Cr+₹4.1 L (2.84%)Rejected-AOC SALEM TAMIL NADU | ₹1.5 Cr+₹4.1 L (2.84%) | L2 | Rejected-AOC Other than lowest tenderer |
| 3 | L3₹1.5 Cr+₹5.7 L (3.99%)Rejected-AOC PLOT NO 13 II ND CROSS STREET RAMESH NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | ₹1.5 Cr+₹5.7 L (3.99%) | L3 | Rejected-AOC Other than lowest tenderer |
| Sl No | Description | Qty | Unit | K S Construction L3 | Pownambal Construction L1 | D KAMARAJ 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. | 424 | M3 | 390 ₹1,65,360 | 370 ₹1,56,880 Lowest | 386 ₹1,63,664 |
| 2.00 | 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 | 30 | M3 | 5,894 ₹1,76,820 | 5,600 ₹1,68,000 Lowest | 5,827 ₹1,74,810 |
| 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. | 54 | M3 | 1,975 ₹1,06,650 | 1,900 ₹1,02,600 Lowest | 1,951 ₹1,05,354 |
| 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. | 132 | M3 | 519 ₹68,508 | 495 ₹65,340 Lowest | 513 ₹67,716 |
| 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. | 88 | M3 | 167 ₹14,696 | 160 ₹14,080 Lowest | 165 ₹14,520 |
| 6.00 | Brick work in In Cement Mortar 1:5 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 For Foundation and Basement | 26 | M3 | 7,975 ₹2,07,350 | 7,698 ₹2,00,148 Lowest | 7,885 ₹2,05,010 |
| 7.00Brick work in 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 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 | For Foundation and Basement | 53 | M3 | 7,899 ₹4,18,647 | 7,624 ₹4,04,072 Lowest | 7,809 ₹4,13,877 |
| 7.02 | For Super Structure in Ground Floor | 77 | M3 | 7,997 ₹6,15,769 | 7,719 ₹5,94,363 Lowest | 7,907 ₹6,08,839 |
| 7.03 | For Super Structure in First Floor | 51 | M3 | 8,196 ₹4,17,996 | 7,911 ₹4,03,461 Lowest | 8,103 ₹4,13,253 |
Tender Value
₹1.4 Cr
EMD Value
₹81,000
Closing Date
18 Sept 2025, 3:00 pmClosed
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of 6 Class rooms in Government Higher Secondary School Under NABARD RIDF XXXI for the year 2025-26 at M.Chettipatti in Salem District.
2025_PWD_596200_1
24/16/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
210 days
M.Chettipatti in Salem District
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹81,000
21 Nov 2025
25 Aug 2025
18 Sept 2025
25 Aug 2025
18 Sept 2025
25 Aug 2025
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finance_712466.pdf
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