Military Engineer Services Tender

(A) Preparation and submission of detailed Architectural, structural drawings and detailed estimate with yard stick of the buildings with following requirement:- (a) Preparation of conceptual Architectural drawings with relevant details like Plans, Elevations, Sections etc. based on data given under as per approved Board Proceedings/ Approximate Estimate Part I & II and local Architectural Norms/ Bye-Laws. The conceptual drawings shall be submitted in duplicate hard copies for approval of CWE(Hills) Pithoragarh. (b) Preparation of Schedule of Finishes, Internal Water Supply and Internal Electrification drawings, incorporating required changes/ modifications as suggested by this office. The final drawings shall be got approved from CWE(Hills) Pithoragarh. Final approved Architectural drawings to be submitted to this Office in hard copy (on Tracing sheets) and soft copy in DVD, duly signed by an Authorized Architect with CA number. Further 10 sets in total of hard copy prints of final approved architectural drawings as per suitable scale of drawing shall be provided and rate quoted shall be deemed to be inclusive of same. (c) One set of Auto CAD drawings alongwith scanned copy of all final drawings in PDF format in 03 number DVD's shall be provided. (d) 3D-Rendered image/view shall be submitted to E-6 section. (B) Preparation and submission of detailed Structural design and comprehensive structural drawings of the buildings/ Structures as given above including provisions for Seismic Zone V. The structural drawings shall contain following details: (i) Foundation details/type- rafts/ footings, pedestal with reinforcement details (ii) Column details with steel reinforcement (iii) Plinth beams, lintel beams & roof beams alongwith reinforcement details (iv) Staircase, liftwell, Tie beams, lintels, chajjas etc with reinforcement details (v) Floor beams and floor slab if any with reinforcement details (vi) RCC Roof/ Mumty floor/ over head water tank staging with reinforcement details (vii) Any other details as per Arch drawings Note:- (a) The drawings shall be prepared based on structural analysis and sound Engineering practice as per IS 875, IS 456-2000, IS 1893-2016, IS 13920 and other latest relavant applicable codes as on date.

(b) The structural design/ drawings shall be submitted to this office in 10 (Ten) set of hard copy and one set in soft copy and one set on Tracing sheet. (c) Consultancy agency shall also provide required assistance, clarifications, ammendments during execution of work or as and when required by this office. (C) Preparation of Yard stick based as per detailed estimate based on designs and priced on MES SSR-2020, Preparation & submission of Item rate Schedule with market rate analysis; Preparation and submission of BOQ.The BOQ, Item rate schedule, estimates shall be submitted in triplicate and 01 set in soft copy in excel format. DETAILS OF BUILDINGS :- (i) Guard house and Ancillaries (a) Guard Room (Floor Area=81.00 Sqm) (b) Guard detention rooms (Floor Area = 20.00 Sqm) (c) Single detention rooms - 02 Nos, (Floor Area=9.00 Sqm each) (d) Toilets cum bath - 02 Nos, (Floor Area=5.00 Sqm each) (ii) Armouries Storage Accn - 05 Nos, (Floor Area=51.776 Sqm each) (iii) SAA Store (a) Store-I (Floor Area=17.55 Sqm) (b) Store-II (Floor Area=71.40 Sqm) (iv) Signal Units Stores (a) General Store (Floor Area=28.00 Sqm) (b) Technical Equipment store (Floor Area=74.00 Sqm) (c) Strong room for cipher documents (Floor Area=15.00 Sqm) (d) Unit Telecommunication Equipment Workshop (Floor Area=12.00 Sqm) (e) Telephone Exchange Room (Floor Area=20.00 Sqm) (v) Stair case (Floor Area=41.25 Sqm) (vi) Sentry Box (Floor Area=2.50 Sqm) Note- (i) Bldg shall be planned for double storey bldg with verandah. Approx area of available land at site is 48m X 12m.

Soil Investigation : (i) Making necessary arrangement for Mobilisation and de-mobilisation of equipments, tools & plants including men and material etc required at the site of soil investigation , settting of boring/ drilling as reauired and their removal after satisfactory completion of work in land including slushy areas (which includes conveyance of samples collected to testing lab as required for the purpose of testing). (ii) Conducting field tests/ Standard Penetration Test (SPT) shall be carried out as per IS 2131 : 1981 (Reaffirmed 2002) at every change in stratum or at interval of not more than 1.5 m whichever is less. upto 6 meter or as directed and collection of disturbed/undisturbed sample as per IS 2132.Bore log data showing stratification of soil at various depths and level or water table shall be furnished. The standard format for plotting bore log data (as per IS code) shall be followed. The report shall be submitted in quintuplicate duly bounded in a presentable manner along with photographic record. The unit rate quoted shall be deemed to include the cost of submission of such reports and sample of soil.Boreholes 150 mm dia using shell & auger method in all type of soil upto a depth of 6 meter below ground level, including standard penetration test at 1.5 meter depth interval or change of strata and all field & lab test complete with allowable bearing capacity and type of foundation complete job. (a) Based on the above exploration the following test on disturbed and undisturbed samples to be carried out: - (i) Moisture content, wet and dry density, grain size distribution, liquid limit, plastic limit, specific gravity etc. (ii) Chemical analysis (sulphate, chloride and pH content of soil and ground water),Proctor compaction test, California bearing ratio. (iii) Triaxial compression test (undrained) on cohesive soil for C&Ǿ, Direct shear on non cohesive soil and determination of C&Ǿ.