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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.5 Cr+₹1.8 L (1.25%)Rejected-AOC NO 89 B KONGU NAGAR KARUMANDI SELLIPALAYAM VILLAGE PERUNDURAI TALUK ERODE DISTRICT 638 052 | ERODE | TAMIL NADU | 638052 | ₹1.5 Cr+₹1.8 L (1.25%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.5 Cr+₹2.7 L (1.90%)Rejected-AOC | ₹1.5 Cr+₹2.7 L (1.90%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRI M.S & CO L3 | M.R.Thangaraj L2 | R KANNUSAMY 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 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 | 255 | Cu.m | 430 ₹1,09,650 | 420 ₹1,07,100 | 400 ₹1,02,000 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 in- clusive 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 Depth. | 6 | Cu.m | 220 ₹1,320 | 210 ₹1,260 | 200 ₹1,200 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 mechanical means | 28 | Cu.m | 6,550 ₹1,83,400 | 6,600 ₹1,84,800 | 6,500 ₹1,82,000 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. | 30 | Cu.m | 1,950 ₹58,500 | 1,900 ₹57,000 Lowest | 2,000 ₹60,000 |
| 5.00 | Supplying and filling in foundation, basement, etc with conveyed earth with a lead of 0-5km in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 95 | Cu.m | 625 ₹59,375 | 600 ₹57,000 Lowest | 650 ₹61,750 |
| 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. | 51 | Cu.m | 175 ₹8,925 | 180 ₹9,180 | 170 ₹8,670 Lowest |
| 7.00Brick work in Cement Mortar 1:5 (One Cement and Five Crushed stone sand) 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 the following 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 | 56 | Cu.m | 9,050 ₹5,06,800 | 9,100 ₹5,09,600 | 9,000 ₹5,04,000 Lowest |
| 8.00Brick work in Cement Mortar 1:6 (One Cement and Six Crushed stone sand) 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 the following 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. | ||||||
| 8.01 | For Superstructure in Ground Floor | 43 | Cu.m | 9,250 ₹3,97,750 | 9,200 ₹3,95,600 | 9,000 ₹3,87,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹76,500
Closing Date
21 Aug 2025, 3:00 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER, PWD, BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE, COIMBATORE
Construction of Six Class room building in Government Higher Secondary School under NABARD XXXI for the year 2025-26 at Muthur in Tiruppur District
2025_PWD_590499_1
27BCMCBE29072025(5)
Open Tender
Civil Works - Buildings
Lump-sum
Muthur
Please refer Tender Documents
6 documents required · 6 mandatory
₹0
₹76,500
30 Oct 2025
8 Aug 2025
21 Aug 2025
8 Aug 2025
21 Aug 2025
8 Aug 2025
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