Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4036427 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Construction Of Warehouse And Otm Accommodation For Cgasd At Taratua, Khordha, Bhubaneswar |
| Last Date For Submission | 22nd May, 2026 |
| Opening Date | 29 May, 2026 |
| Document Cost | 3000.00 |
|---|---|
| EMD | 1500000.00 |
| Estimated Cost | 377667000.00 |
| City | Visakhapatnam |
|---|---|
| State | Andhra Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Schedule 'A' PART - I : PRE-ENGINEERED BUILDING (PEB) WAREHOUSE WITH ANNEXES are not prepriced by MES and prepriced rates indicates 0.0 under column 5 signifies this fact only. | ||
| 2 | Preparation & submission of Design for Pre-Engineered Building warehouse of size 60mx40m (clear inner size excluding steel stanchions/ columns), clear height 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam along with Annexes C-SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC framed structure with RCC roof, AAC block masonry, etc., including design of sliding door with manual & motorized warehouse doors 3 Nos of sizes as indicated in line plan, Hydraulics docks 7 MT capacity ( 1 at entry and 1 at exit side), length 3.0m x width 2.1m x height 1.05m, RCC floor slab to the extent as indicated in line plan of warehouse and its under layers shall be designed to withstand a maximum dead load of 24.5Tonne/Sqm. and getting the same checked and verified by HQ Chief Engineer (CG) Visakhapatnam including making necessary corrections/ amplifying as advised and finally vetting the design drawings by any IIT (directly by the institute and not by any professor in individual capacity) and submission to HQ Chief Engineer (CG) Visakhapatnam for final approval complete all as specified. | 1.00 | Each Job |
| 3 | Construction of Pre-Engineered Building warehouse of size 60mx40m (clear inner size excluding steel stanchions/ columns), clear height 11.80m as indicated in the line plans with RCC foundation, RCC framed structure up to plinth level including plinth beam along with Annexes C-SHAPE (G+02) on three sides of the warehouse with RCC foundation and RCC framed structure with RCC roof, AAC block masonry, etc.,with Motorised sliding door( 3 Nos) with manual & motorized warehouse doors, Hydraulics docks 7 MT capacity ( 1 at entry and 1 at exit side), length 3.0m x width 2.1m x height 1.05m. complete all as specified and as shown on approved drawings and as directed. Details in brief are as given below: (A) Main PEB Warehouse (i) Excavation in any type of soil (ii) PCC 1:4:8 type D2 as in foundation concrete (iii) Sub Structure : RCC design mix and CRS steel reinforcement in foundations, columns & plinth beam. ATT treatment, RFR, filling under floor etc. (iv) Super structure: Superstructure is to be of steel PEB (as shown in drawing), PEB Structure is to be designed duly considering the Design parameters and soil investigation report attached as Appendix 'A' & Appendix 'B' to Schedule 'A' respectively. Galvalume sheet wall cladding with over lap of 150 mm shall be provided above roof level of annexes and for full height on rear side. Motorized sliding warehouse door of sizs as shown on drawing shall be designed to withstand the wind loads. | 1.00 | Each Job |
| 4 | (v) Roof & cladding: Galvalume sheet roofing 0.5mm TCT, fixed to the structural steel sections as per manufacturer's instructions (vi) Flooring : Flooring inside hangar shall be of Epoxy flooring 12mm thick over 220mm thick PQC with flexural strength of 45 Kg/cm over 125 mm thick dry lean concrete of M-10 grade over 150 mm thick WMM in single layer over 200 mm thick granular sub base over compacted/rammed sub base, including forming dummy joints 6-8 mm wide and 100 mm deep by sawing and filled with sealing compound, including forming expansion joints filled with 20-25 mm thick approved joint filer board and sealed with sealing compound including construction joint 10 mm wide and 25 mm deep including sealing compound all complete as specified. (vii) Certain portion of warehouse floor shall be with RCC floor slab as indicated in line plan of warehouse. The RCC floor and its under layers shall be designed to withstand a maximum dead load of proposed ARSR arrangement as specified. The RCC floor slab shall also be provided with epoxy floor toping as specified here-in-before. (viii) Plinth protection of PCC 1:3:6 type C2 over 100 mm thick hard core on one side only (i.e other than annexes side). (ix) Suitable size drain with fly ash brick wall and PCC 1:4:8 type D2 foundation concrete and plastering etc shall be designed and constructed along the plinth protection of warehouse and annexes to drain out the rain water collected from the roof of warehouse and annexes efficiently and the drain shall be connected to nearby existing storm water drain as shown in the layout plan. The quoted rate shall deemed to be included for the same. | ||
| 5 | (B) ANNEXES (G+2) (i) Excavation in any type of soil (ii) PCC 1:4:8 type D2 as in foundation concrete (iii) Sub Structure : RCC M-30 design mix and CRS steel reinforcement in foundations, columns & plinth beam etc, ATT treatment RFR, filling under floor etc. (iv) Superstructure : RCC framed structure in design mix with RCC roof, AAC block wall; and with finishes, UPVC windows/ ventilators, wooden doors, and all finishes as shown Sch of finishes drg. (v) The Plinth height/FFL of ware house and annexes shall be 1.75m( Appox) from Natural ground level. hence the quoted rate shall deemed to be included for filling morum under floors as required as per Schedule of finishes. |
34 Days Left