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| Tender ID | 4025347 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Certain Qcc/pqc Road At Certain Unit Banar Under Ge Banar |
| Last Date For Submission | 18th May, 2026 |
| Opening Date | 20 May, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 150250.00 |
| Estimated Cost | 8350000.00 |
| City | Jodhpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Demolition of Concerte in ground floors and pavings n exc 15 cm thikness (below or above ground level) and removing from site complete all as specified and directed by Engr-in-Charge. Note : Proper rectangular shape to be maintained of the desired depth and level. | 405.00 | Cum |
| 2 | Removing building materials etc (other than spoil payable under items 03028 to 03031 in Section 3-Earthwork) to a distance of 5 Km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed by Engr-in-Charge. {Note : Means of 'one load' shall be as per preamble (b)(1) to (b)(16) on page No. 494 (Section 21) of SSR Part-II 2020} | 650.00 | Per Load |
| 3 | M&L for 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 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 as specified by the manufacturer. PQC laid, spread and compacted all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC' 15-2017, thickness of concrete 15 cm incl necessary form work complete all as specified and directed by Engr-in-Charge. | 405.00 | Cum |
| 4 | Providing and 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 cemen 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 usign 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 complete all as specified and directed by Engr-in-Charge. | 50.00 | Per 10 Sqm |
| 5 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed by Engr-in-Charge. Note :- Sand cushion shall be measured & paid separately. | 2700.00 | Sqm |
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