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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance | ₹5.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 L+₹2,075.05 (0.35%)Admitted-Finance | ₹5.9 L+₹2,075.05 (0.35%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Thiru.D.Elavazagan Contractor L1 | NAVISRI & CO L2 |
|---|---|---|---|---|---|
| 1.00Construction of Mini Community Sanitary Complex PUPS at Mekkalampatti Village H/O Kalarpathi. Estimate Cost (5,96,000.00) | |||||
| 2.00 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. | 22.16 | Cum | 263.52 ₹5,839.6 Lowest | 264.44 ₹5,859.99 |
| 3.00 | CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification. | 6.81 | Cum | 5,180.46 ₹35,278.93 Lowest | 5,198.61 ₹35,402.53 |
| 4.00 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush | 13.29 | Cum | 5,542.34 ₹73,657.7 Lowest | 5,561.76 ₹73,915.79 |
| 5.00 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 2.94 | Cum | 6,470.22 ₹19,022.45 Lowest | 6,492.89 ₹19,089.1 |
| 6.00 | BRICK WORK in cement mortar 1:5 (One cement and five sand) using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. | 10.02 | Cum | 6,019.98 ₹60,320.2 Lowest | 6,041.08 ₹60,531.62 |
| 7.00 | BRICK jelly 40mm size for filling in soak pit including all labour charges complete complying with standard specifications. | 2.71 | Cum | 785.21 ₹2,127.92 Lowest | 787.97 ₹2,135.4 |
| 8.00Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | |||||
| 9.00 | Plinth beam | 4.44 | Sqm | 546.95 ₹2,428.46 Lowest | 548.87 ₹2,436.98 |
| 10.00 | Lintel beam & Roof slab | 11.92 | Sqm | 1,093.91 ₹13,039.41 Lowest | 1,097.74 ₹13,085.06 |
Tender Value
₹6.0 L
EMD Value
₹6,000
Closing Date
11 Aug 2026, 4:00 pmClosed
Block Development Officer (VP)
BDO Office Mathur
Krishnagiri Dt Mathur Block SBM II 2026-27 1 work of Construction of Mini Community Sanitary Complex PUPS at Mekkalampatti Village Kalarpathi Panchayat Package No 2026-27 MTR 1
2026_RDTN_687256_1
RocNo2155_2026_R5dt_24_06_2026
Open Tender
Civil Works - Others
Item Rate
180 days
BDO Office Mathur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹6,000
Yes
BDO Office Mathur
21 Aug 2026
21 Jul 2026
12 Aug 2026
21 Jul 2026
11 Aug 2026
21 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Mini Community Sanitary Complex PUPS at Mekkalampatti Village H/O Kalarpathi. Estimate Cost (5,96,000.00) | - | - | - | - |
| 2 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. | - | Cum | - | - |
| 3 | CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification. | 1 | Cum | - | - |
| 4 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush | 1 | Cum | - | - |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 2.94 | Cum | - | - |
| 6 | BRICK WORK in cement mortar 1:5 (One cement and five sand) using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. | 1 | Cum | - | - |
| 7 | BRICK jelly 40mm size for filling in soak pit including all labour charges complete complying with standard specifications. | - | Cum | - | - |
| 8 | Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | - | - | - | - |
| 9 | Plinth beam | - | Sqm | - | - |
| 10 | Lintel beam & Roof slab | - | Sqm | - | - |
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