Military Engineer Services-MES has published Tender For Provision Of Certain Civil Works For Area Development And External Services At Muttathara Trivandrum. Submission Date for this Tender is 13-05-2024. Civil Work Tenders in trivandrum Kerala. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| de501cb8-6d43-4af8-97ed-02cec5daf743.html | Tender Notice | 0 KB |
| 8181Tendercomplete.pdf | Tender Document | 0 KB |
| BOQ_728497.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Surface excavation not exceeding30 cm deep and averaging 15 cm deep and getting out in hard/dense soil, complete all as specified and directed. |
| 2 | Excavating in trenches in hard/dense soil, not exceeding 1.5 m wide and not exceeding 1.5 mdepth; for foundations, laying of pipe and cables etcor for shafts, well cess pits, manholes, pier holesnot exceeding 10 sqm on plan, and not exceeding 1.5 Metre depth including dressing/trimming sides and levelling/grading and ramming bottom of excavation and getting out complete all as specified and directed. |
| 3 | M&L for Moorum/red bajri filling in floors or pavings, low lying area, undulating surface laid in layers n exc. 15 cm thick, spread, levelled and rammed/rolled using mechanical vibrating rollersincluding watering to achieve density of filling 98% complete all as specified and directed. |
| 4 | Rolling and consolidating formation surfaces in cutting using power roller exceeding 5 tonne and not exceeding 8 tonneincluding watering as necessary, filling in the depressions with approved earth which occur during the process, complete all as specified and directed. |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick using soil obtained from excavation complete all as specified and directed. |
| 6 | Removing excavated material (soils) exceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 7 | Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batterfor rough finished surfaces of concrete complete all as specified and directed. |
| 8 | M&L for PCC 1:4:8, Type D2, (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 9 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, as in retaining wall/compound wall/similar wallbuiltin cement mortar 1:4 complete all as specified and ditected. |
| 10 | M&L for Plain Cement Concrete 1:2:4 type B0 (using 12.50 mm graded stone aggregate) as in coping/bedblock etc including necessary form workcomplete all as specified and directed. |
| 11 | S&F PVC (SWR) pipes 75 mm bore single socketed in any length, built in rubber ring joints laid in retaining wall as in weep holescomplete all as specified and directed. |
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