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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC NO 10 2 KAVITHA GARDEN JOTHI NAGAR GOBICHETTIPALAYAM ERODE DISTRICT 638 478 | 638478 | ₹1.5 Cr Quoted ₹1.6 Cr | L1 | Accepted-AOC ACCEPTED AS L1 CONTRACTOR |
| 2 | L2₹1.7 Cr+₹3.4 L (2.10%)Rejected-AOC | ₹1.7 Cr+₹3.4 L (2.10%) | L2 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 |
| 3 | L3₹1.7 Cr+₹5.8 L (3.57%)Rejected-AOC | ₹1.7 Cr+₹5.8 L (3.57%) | L3 | Rejected-AOC REJECTED SINCE RATE QUOTED ARE HIGHER THAN L1 |
| Sl No | Description | Qty | Unit | KNM PROJECTS PRIVATE LIMITED L2 | Dharani Agency L3 | M K KANDASAMI L1 |
|---|---|---|---|---|---|---|
| 1.00Earth 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. | ||||||
| 1.01 | Upto 2.40m Footing Depth. | 392 | Cu.m | 392 ₹1,53,664 | 395 ₹1,54,840 | 380 ₹1,48,960 Lowest |
| 2.00Earth 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. | ||||||
| 2.01 | Upto 2.40m Footing Depth. | 10 | Cu.m | 215 ₹2,150 | 215 ₹2,150 | 205 ₹2,050 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. | 47 | Cu.m | 6,000 ₹2,82,000 | 6,065 ₹2,85,055 | 5,860 ₹2,75,420 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. | 54 | Cu.m | 1,900 ₹1,02,600 | 1,930 ₹1,04,220 | 1,865 ₹1,00,710 Lowest |
| 5.00 | Supply and filling in foundation and basement with Conveyed Earth with lead of 0-5Kms 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. | 190.5 | Cu.m | 560 ₹1,06,680 Lowest | 585 ₹1,11,442.5 | 560 ₹1,06,680 Lowest |
| 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. | 86 | Cu.m | 170 ₹14,620 | 170 ₹14,620 | 165 ₹14,190 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 | 93 | Cu.m | 8,100 ₹7,53,300 | 8,295 ₹7,71,435 | 8,005 ₹7,44,465 Lowest |
Tender Value
Refer Docs
EMD Value
₹87,500
Closing Date
21 Aug 2025, 3:00 pmClosed
SUPERINTENDING ENGINEER
O/o THE SUPERINTENDING ENGINEER PWD BUILDINGS CONSTRUCTION AND MAINTENANCE CIRCLE COIMBATORE
Construction of Seven Class room building in Government Higher Secondary School under NABARD XXXI for the year 2025-26 at Padiyur in Tiruppur District.
2025_PWD_590028_1
27BCMCBE29072025(4)
Open Tender
Civil Works - Buildings
Lump-sum
PADIYUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹87,500
21 Nov 2025
8 Aug 2025
21 Aug 2025
8 Aug 2025
21 Aug 2025
8 Aug 2025
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