Housekeeping Services Tenders

M&L Bituminous semi dense asphaltic concrete, 40mm consolidated thickness with minimum 5.5% binder with paving bitumen (VG-30) [Mix Design criteria as per SSR Part-I Clause 20.B.2.11, or as per MoRTH by Marshal method (Ref table 500-12 to 500-16)] coarse aggregate, fine aggregate, filler cement (OPC - 43 Gde) as per recommendation of design by weight of total mix from hot mix plant, rolled by with 8 to 12 tonne vibrating (tandom) road roller to confirm uniform surface and compacted to required camber and gradient including preparing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a tack coat of rapid setting cationic bitumen VG-10 conforming to IS : 73 at a rate of application of 0.3-0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH Specification for Road and Bridge Works 2013, using mechanical sprayer, complete with mechanical paver, complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of semi dense asphaltic concrete by GE.(ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval.(iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report.(iv) Exact qty of binder to be used shall be ascertained by Design Mix.(v) Minimum 5.5% binder shall be used. However, in case more than 5.5% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to dept.(vi) All testing charges shall include in unit rate quoted by bidder.]

A. Building Type Structure 1. Conducting detailed topographical & contour survey using Total Station/GPS including mapping of natural & man-made features, contour interval 0.5m (hilly terrain) / 1m (plain area), preparation of site plan in AutoCAD, submission of digital contour map complete. 2. Soil Investigation & Geotechnical Study including boreholes upto required depth, SPT, collection of samples, laboratory testing, determination of safe bearing capacity, settlement analysis, groundwater table assessment and submission of detailed geotechnical report with foundation recommendations. 3.Concept architectural planning including site analysis, initial sketches, space planning and submission of concept plan. 4.Detailed architectural drawings including floor plans, elevations, sections, submission drawings, and approval drawings as per local bylaws complete. 5.3D visualization including exterior views (max 3 views) for presentation purpose. 6.Structural design including foundation design (based on soil report), columns, beams, slabs, staircase, retaining walls, truss/roofing system (if applicable), seismic analysis (as per IS 1893), preparation of detailed structural drawings with reinforcement detailing. Design shall comply with relevant IS codes. Structural calculation sheets (soft copy) must be submitted. Consultant responsible for design adequacy. 7.Electrical design including load calculation, layout plans, SLD, earthing plan complete. 8.Plumbing & sanitation design including water supply, drainage layout & septic/STP planning (if required). 9. Preparation of Detailed Project Report including project background, architectural & structural drawings, cost estimate based on latest SOR, detailed BOQ, specifications, bar chart/PERT chart, scheme compliance note, and compilation of all documents for submission to competent authority 10. Preparation of Preliminary Detailed Project Report (Pre-DPR) for building project including site reconnaissance, preliminary Total Station / GPS survey (where required), contour mapping, concept architectural layout, preliminary space planning, identification of structural system (RCC / Steel / Truss roofing etc.), approximate foundation type based on nearby soil data or limited trial pits (if available), rough quantity take-off, preparation of abstract cost estimate based on prevailing SOR, preliminary BOQ, concept drawings(plans & elevations), bar chart/PERT chart, scheme compliance note, and submission of Pre-DPR to competent authority for administrative approval complete.

33 KV Incommer VCB machanical parts required complete servicing, cleaning & lubrication etc complete labour charges Job.