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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.6 L+₹62,364.43 (12.6%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VENKATESH L2 | Lakshmipathy m L1 |
|---|---|---|---|---|---|
| 1.001. Construction of Mini CSC (Mini CSC – Type 1 – Common) at Pups Thattiganapalli Village H/O Muthali. Estimate Amount: 592000/- | |||||
| 2.00 | Earthwork excavation and depositing on bank with an initial lead lift in hard gravelly soil for foundation etc., complete. | 27.52 | Cum | 276 ₹7,595.52 | 249 ₹6,852.48 Lowest |
| 3.00 | PLAIN CEMENT CONCRETE 1:4:8 mix using 40mm Iss metal including all cost and conveyance of all materials to site and all labour charges etc complete. | 3.81 | Cum | 5,173 ₹19,709.13 | 4,737.81 ₹18,051.06 Lowest |
| 4.00 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick | 4.09 | Cum | 48 ₹196.32 | 45.85 ₹187.53 Lowest |
| 5.00 | Supplying and filling in foundation, basement, etc with filling M.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. | 0.99 | Cum | 1,553 ₹1,537.47 Lowest | 4,895.84 ₹4,846.88 |
| 6.00 | Supplying and filling with brick jelly 40mm complete complying with standard specification and as directed by the departmental officers. | 0.89 | Cum | 670 ₹596.3 | 613 ₹545.57 Lowest |
| 7.00 | Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement using New Stones including necessary provision for Bond stones with simultaneous flush pointing with the same mortar above ground level complying with standard specifications. | 10.22 | Cum | 5,667 ₹57,916.74 | 5,163.01 ₹52,765.96 Lowest |
| 8.00 | Brick work in cm 1:5 mix using contry bricks including cost and conveyance of all materials to site and labour charges etc completed. | 17.52 | Cum | 5,984 ₹1,04,839.68 | 5,426.92 ₹95,079.64 Lowest |
| 9.00Supplying 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. | |||||
| 10.00 | Plinth Beam | 7.94 | Sqm | 565 ₹4,486.1 | 511.7 ₹4,062.9 Lowest |
Tender Value
₹5.9 L
EMD Value
₹6,000
Closing Date
23 Sept 2026, 3:00 pmClosed
Block Development office,Hosur
Block Development office,Hosur
Krishnagiri Dist Hosur Union SBM II UGF 2026_27 Construction Mini CSC Type 1 _Girls Elementary at Pups Thattiganapalli Village H_O Muthali HSR05
2026_RDTN_700147_1
2155_2026_R5_25_06_2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
Block Development office, Hosur
Please refer tender doc
3 documents required · 3 mandatory
₹0
₹6,000
Block Development office,Hosur
25 Sept 2026
1 Sept 2026
23 Sept 2026
1 Sept 2026
23 Sept 2026
1 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Construction of Mini CSC (Mini CSC – Type 1 – Common) at Pups Thattiganapalli Village H/O Muthali. Estimate Amount: 592000/- | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead lift in hard gravelly soil for foundation etc., complete. | 27.52 | Cum | - | - |
| 3 | PLAIN CEMENT CONCRETE 1:4:8 mix using 40mm Iss metal including all cost and conveyance of all materials to site and all labour charges etc complete. | 3.81 | Cum | - | - |
| 4 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick | 4.09 | Cum | - | - |
| 5 | Supplying and filling in foundation, basement, etc with filling M.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. | 0.99 | Cum | - | - |
| 6 | Supplying and filling with brick jelly 40mm complete complying with standard specification and as directed by the departmental officers. | 0.89 | Cum | - | - |
| 7 | Random Rubble Masonry in cement Mortar 1 : 5 for foundation and basement using New Stones including necessary provision for Bond stones with simultaneous flush pointing with the same mortar above ground level complying with standard specifications. | 10.22 | Cum | - | - |
| 8 | Brick work in cm 1:5 mix using contry bricks including cost and conveyance of all materials to site and labour charges etc completed. | 17.52 | Cum | - | - |
| 9 | 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. | - | - | - | - |
| 10 | Plinth Beam | 7.94 | Sqm | - | - |
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