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Tender Value
₹7.0 L
EMD Value
₹14,014
Closing Date
25 Sept 2026, 5:00 pm
Chief Executive Officer
Cantonment Board, St. Thomas Mount-16
E-Tender for Construction of Childrens Park in Poonthottam Seven Wells 1st Street at St.Thomas Mount
2026_DGDE_787240_1
STM/Works/2026-2027/1817
Open Tender
Civil Works
Works
30 days
St Thomas Mount
As per tender document
3 documents required · 3 mandatory
₹1,750
Yes
CEO, Cantonment Board, St Thomas Mount
₹14,014
Yes
Cantonment Board, St. Thomas Mount
2 Sept 2026
2 Sept 2026
28 Sept 2026
2 Sept 2026
25 Sept 2026
2 Sept 2026
2 Sept 2026 - 25 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Children's Park in Poonthottam, Seven Wells 1st Street at St.Thomas Mount : | |||||
| 1.01 | Surface dressing n exc 15 cm deep | 213.75 | m2 | - | - |
| 1.02 | Earth work excavation for footing over areas, n exc 1.5 m deep and getting out hard/ dense soil. | 3.6 | m3 | - | - |
| 1.03 | Removing excavated maternal/soil exceeding 1.50 kms but not exceeding 5 kms and depositing where directed | 3.6 | m3 | - | - |
| 1.04 | Sand filling under floors or in foundations including watering and consolidation Sand filling under PCC for footings and plinth beam. | 21.97 | m3 | - | - |
| 1.05 | Cement concrete of ratio 1:4:8 using 40 mm HBG metal sand etc., for bottom of footings and plinth beam concerete. | 0.6 | m3 | - | - |
| 1.06 | Formwork to sides of concrete foundations footings, based of columns, raft and raft beams, sides and soffits (if any) of foundation and plint beams; and similar work; verticial or to batter | 24 | m2 | - | - |
| 1.07 | PCC for M20 rate using 20mm HGB metal used extra., | 3.6 | m3 | - | - |
| 1.08 | Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 00KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 | 213.75 | m2 | - | - |
| 1.09 | Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade. | 213.75 | m2 | - | - |
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