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| Tender ID | 4449250 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Repair/ Replacement Of Broken Slabs, Elastomeric Joint Filling At South Ptt And Dispersal Area Of Airfield Area At Ins Hansa Under Ge(nw) Vasco. |
| Last Date For Submission | 27th Jun, 2026 |
| Opening Date | 29 Jun, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 137500.00 |
| Estimated Cost | 7500000.00 |
| City | Goa |
|---|---|
| State | Goa |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Material and labour for demolition of cement concrete of any description and in any position not otherwise specially provided for and demolition procedure like cutting out of full depth of (100 to 450mm) existing damaged/shattered concrete slab with diamond wheel cutter or carbide tipped wheel saw to provide a pressure relief cut within the patch area prior to boundary sawing, in proper rectangular, square or triangular shape perimeter without disturbing adjacent slab, after the repair area is isolated by full - depth saw cuts, making small pieces, lift and removing the deteriorated concrete slab pieces from its position and removing to a distance exc 1.5 Km and not exceeding 5 Km complete all as specified. | 544.00 | Cum |
| 2 | Material and labour for laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 | 128.00 | Cum |
| 3 | Sand filling under floors or in any position including watering and consolidation for laying interlocking paver block all as specified. | 32.00 | Cum |
| 4 | Supplying and laying 400 micron thick HDPE Sheet (Virgin quality|) water proof, wrinkle free without puncture having minimum weight 390gm/Sqm over tack coat/Sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and as directed by Engr-in-Charge. Note: Sand layer shall be measured and paid separately and overlapping of HDPE sheet shall be included in this unit rate. | 1280.00 | Sqm |
| 5 | Pavement quality concrete (PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/Cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39. UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 C and minimum tensile strength of 300 Mpa and at the rate specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and timing by texturing cum curing machine including necessary formwork complete all as per specified and directed. Required surface texturing to be done as specified in clause 10.1, 14 and Table 9 of IRC 15-2017. | 384.00 | Cum |
27 Days Left