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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 CrAccepted-Finance KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | ₹5.7 Cr | L1 | Accepted-Finance 1st lowest bidder |
| 2 | L2₹6.6 Cr+₹86.1 L (15.0%)Accepted-Finance NEHRU NAGAR DHARMAPURI | DHARMAPURI | TAMIL NADU | 635106 | ₹6.6 Cr+₹86.1 L (15.0%) | L2 | Accepted-Finance 2nd lowest bidder |
| 3 | L3₹6.7 Cr+₹1.0 Cr (17.5%)Accepted-Finance | ₹6.7 Cr+₹1.0 Cr (17.5%) | L3 | Accepted-Finance 3rd lowest bidder |
| 4 | L4₹6.8 Cr+₹1.0 Cr (17.6%)Accepted-Finance DHARMAPURI 635 205 | DHARMAPURI | TAMIL NADU | 635205 | ₹6.8 Cr+₹1.0 Cr (17.6%) | L4 | Accepted-Finance 4th lowest bidder |
| Sl No | Description | Qty | Unit | BHAKIYA ASSOCIATES L4 | VEDIAPPAN L1 | SRI RAM CONSTRUCTION L3 | CHINNAMUTHU CONTRACTORS 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. | 1,307.8 | M3 | 364 ₹4,76,039.2 | 364 ₹4,76,039.2 | 364 ₹4,76,039.2 | 355 ₹4,64,269 Lowest |
| 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. | 247 | M3 | 197 ₹48,659 | 197 ₹48,659 | 197 ₹48,659 | 192 ₹47,424 Lowest |
| 3.00 | 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 | 145.8 | M3 | 5,429 ₹7,91,548.2 | 5,429 ₹7,91,548.2 | 5,429 ₹7,91,548.2 | 5,293 ₹7,71,719.4 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. | 247.7 | M3 | 2,025 ₹5,01,592.5 | 2,025 ₹5,01,592.5 | 2,025 ₹5,01,592.5 | 1,974 ₹4,88,959.8 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. | 187 | M3 | 158 ₹29,546 | 158 ₹29,546 | 158 ₹29,546 | 154 ₹28,798 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. | 397 | M3 | 557 ₹2,21,129 | 557 ₹2,21,129 | 557 ₹2,21,129 | 543 ₹2,15,571 Lowest |
| 7.00Brick work in following 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 & Basement | 191.5 | M3 | 7,660 ₹14,66,890 | 6,000 ₹11,49,000 Lowest | 7,651 ₹14,65,166.5 | 7,460 ₹14,28,590 |
| 7.02 | For Super Structure in Ground Floor | 290.5 | M3 | 7,744 ₹22,49,632 | 6,100 ₹17,72,050 Lowest | 7,744 ₹22,49,632 | 7,550 ₹21,93,275 |
| 7.03 | For Super Structure in First Floor | 193.3 | M3 | 7,932 ₹15,33,255.6 | 6,200 ₹11,98,460 Lowest | 7,932 ₹15,33,255.6 | 7,734 ₹14,94,982.2 |
Tender Value
₹6.7 Cr
EMD Value
₹3.5 L
Closing Date
13 Mar 2026, 3:00 pmClosed
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of 20 Class room building, Science Lab, 1 Unit Teachers toilet, 3 Unit Girls toilet and Drinking water supply arrangements in Government Girls Higher Secondary School at Adhiyamankottai in Nallampalli taluk of Dharmapuri District
2026_PWD_670928_1
50/01/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
360 days
Adhiyamankottai in Nallampalli taluk of Dharmapuri
Please refer Tender documents.
17 documents required · 17 mandatory
₹0
₹3.5 L
14 Jul 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 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 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. | 1,307.8 | 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. | 247 | M3 | - | - |
| 3 | 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 | 145.8 | 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. | 247.7 | 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. | 187 | 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. | 397 | M3 | - | - |
| 7Brick work in following 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 & Basement | 191.5 | M3 | - | - |
| 7.02 | For Super Structure in Ground Floor | 290.5 | M3 | - | - |
| 7.03 | For Super Structure in First Floor | 193.3 | M3 | - | - |
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