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| Tender ID | 5002975 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Demolition And Reconstruction Of Sncos Living-in-accn At Hq Wac Subroto Park (building Works On Design And Build Basis) |
| Last Date For Submission | 17th Aug, 2026 |
| Opening Date | 20 Aug, 2026 |
| Document Cost | 3000.00 |
|---|---|
| EMD | 1013245.00 |
| Estimated Cost | 137600000.00 |
| City | Delhi |
|---|---|
| State | Delhi |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | SCHEDULE `A' PART - I (Building / Structure Works) is not prepriced by MES and prepriced rates indicates 0.00 under column 5 signifies this fact only. | ||
| 2 | Design and construction of three storey (G+2) hybrid structure with LGSF Technology for SNCOs Mess and Living Accn for JWOs and Sgts all as shown on drawings and as specified. The following specifications including all facilities as per Design Basis Report shall also be followed:- | 1 | Each Block |
| 3 | Foundation RCC foundation shall be done as per design and soil testing report. Hybrid Building Structure: Hybrid Solution using LGSF 550 MPA & 3 Plate - 345 MPA TATA or equivalent make steel designed in accordance with IS code - stadd & Framecad software duly painted with primer and paint total 80 DFT. The structure to be duly fabricated in factory, site welding is not considered. | ||
| 4 | WALLS:(Internal & External) LGSF works: 150 GSM 550 MPA Zincalume sections C75-100 mm sections 0.75/1.0 mm BM thickness, designed using Framecad/Supracad. The steel manufacturer shall provide an Environmental Product Declaration (EPD) to the MES, ensuring transparency in the material's environmental impact. The coated steel finish shall be free from defects and shall provide branding on back side with product details such as thickness, grade,coating mass, date, mfg. name and MES. The steel manufacturers test certificate for the chemical and mechanical properties of steel must be approved by the concerned engineer authorised by Engineer-in-charge prior to installation. The manufacturer of the steel and profile should be the same. Designed in IBC code but referring to IS codes and values | ||
| 5 | Decking and slab: Supply & Installation of Structural Decking 51 DECK Profile in Galvanized Steel shall be minimum 0.8mm thick BMT 550MPa yield strength as per IS 513 with a crest height of 51 mm at a pitch distance of 316mm c/c having a cover width of 960 mm, 3mm deep and 19 mm long embossment on either side of webs which are diagonally opposite to each other to provide the mechanical interlocking between the steel and concrete ensuring adequate composite action between steel and concrete.The panel shall have v shape of 10mm deep on rib and panasa stiffener and male and female interlocking at side lap. The deck panel shall be coated with hot dipped zinc with coating mass of Z 275gm per sqm on both sides as per IS277 or approved equivalent as per direction of Engineer in charge. The Steel conforms to IS1397 and BSEN10147:2000. The profile comprises of intermediate male & female ribs for every interlocking of side lap joints. Thickness of the slab from top of deck sheet will be as per disign (Min thickness 100 mm). Water proofing treatment shall be provided on roof with tile as specified. Decking sheet to be installed using Studwelding as approved by Engineer in charge |
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