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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.6 Cr+₹2.9 L (1.91%)Rejected-AOC | ₹1.6 Cr+₹2.9 L (1.91%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.6 Cr+₹4.8 L (3.17%)Rejected-AOC | ₹1.6 Cr+₹4.8 L (3.17%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | VP SEBASTIAN AND CO L1 | LAIJO JOHN L2 | M.J JOHN L3 |
|---|---|---|---|---|---|---|
| 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. | 377 | Cu.m | 433 ₹1,63,241 Lowest | 442 ₹1,66,634 | 447 ₹1,68,519 |
| 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. | 31 | Cu.m | 9,600 ₹2,97,600 Lowest | 9,799 ₹3,03,769 | 9,919 ₹3,07,489 |
| 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. | 57 | Cu.m | 4,000 ₹2,28,000 Lowest | 4,091 ₹2,33,187 | 4,141 ₹2,36,037 |
| 4.00 | 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. | 84 | Cu.m | 200 ₹16,800 Lowest | 206 ₹17,304 | 208 ₹17,472 |
| 5.00 | Supply and filling in foundation and basement with Gravel with a lead of 0 to 141km 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. | 9 | Cu.m | 3,300 ₹29,700 Lowest | 3,387 ₹30,483 | 3,429 ₹30,861 |
| 6.00Brick 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. | ||||||
| 6.01 | For Foundation & Basement | 45 | Cu.m | 11,250 ₹5,06,250 Lowest | 11,473 ₹5,16,285 | 11,613 ₹5,22,585 |
| 7.00Brick 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. | ||||||
| 7.01 | For Superstructure in Ground Floor | 52 | Cu.m | 11,300 ₹5,87,600 Lowest | 11,532 ₹5,99,664 | 11,674 ₹6,07,048 |
| 7.02 | For Superstructure in First Floor | 51 | Cu.m | 11,600 ₹5,91,600 Lowest | 11,811 ₹6,02,361 | 11,956 ₹6,09,756 |
Tender Value
Refer Docs
EMD Value
₹83,500
Closing Date
13 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 Cherambady in the Nilgiris District
2025_PWD_588883_1
25BCMCBE28072025(6)
Open Tender
Civil Works
Lump-sum
Cherambady
Please refer Tender Documents
6 documents required · 6 mandatory
₹0
₹83,500
30 Oct 2025
6 Aug 2025
13 Aug 2025
6 Aug 2025
13 Aug 2025
6 Aug 2025
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