Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4959604 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : 82684/e8 Repair / Maint To Subsidiary Runway, Rigid Pavement Including Helipad, Dispersal Area, Taxi Link Painting, Crack Filling, Joint Paiting, Repairs To Pqc, Dlc In Rigid Pavement At Swt Area And Other Allied Works At Afs Sulur |
| Last Date For Submission | 19th Aug, 2026 |
| Opening Date | 21 Aug, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 153000.00 |
| Estimated Cost | 8500000.00 |
| City | Trivandrum |
|---|---|
| State | Kerala |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for Laying Dry lean Concrete (DLC) 100mm 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 150 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 80-100KN 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. Note:- No price adjustment shall be applicable if excess quantity of cement than the minimum is used/ approved based on mix design in the execution of work under this item. | 25.00 | X SQM |
| 2 | M&L for Pavement Quality Cement 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 as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including curing and tanning by Texturing cum Curing Machine complete 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. | 50.00 | CUM |
| 3 | Note for item No. 02:- (a) Contractor shall consider 360 kg of cement per cum of concrete while quoting this item. Actual quantity of cement shall be used as per approved design mix. However, No price adjustment shall be applicable for excess quantity of cement content i.e beyond 360 kg as per approved design mix in execution of work. (b) Non circular synthetic fibre shall be mixed in the " PQC" @ 0.25% of cement all as per manufacturers instructions. Supply only of polyester triangular/non circular synthetic fibre shall be measured and paid separately. (c) Cost of brooming and belting, steel formwork and testing as specified shall be deemed to be included in the quoted rate. | ||
| 4 | Supply only polyester triangular/Non circular synthetic fibre for pavement quality concrete (PQC) complete all as specified and directed. | 50.00 | KG |
| 5 | Supply & laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/ sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm all as approved by GE. Note:- (a) Measurement shall be taken for net area and unit rate quoted shall deemed to include for over lapping. No additional amount shall be paid for overlap (b) Sand cushion shall be measured and paid separately. | 250.00 | SQM |
6 Days Left