Border Security Force Tender

Digital topographical land surveying by using Electronic Total Station/DGPS of high precision, making position of each physical feature on the ground true to their position like showing all existing feature like Building, Boundary wall /fencing for each unit, road, electric pole, light pole, transformer, tree, paver block, dust bin, water tank, sentry post, gate, plinth level, and existing drain with invert level, taking spot level, at Grid 10.0 X 10.0 M and contour interval 1.0 m marking of BM and points as directed by Engineer-in-charge, submission of drawing in hard copy 03 nos. sets with size A0 (1189 x 841 mm) in good quality paper colored drawing with Soft Copy in PDF & AUTOCAD File in Pen drive/Email/CD and approved by Engineer-in- charge.(Rates includes all taxes like GST etc. All equipment’s, labours, mobilization, transportation, necessary site clearance, demobilization etc for work at concerned land survey site. ) All equipment’s, labours, mobilization, transportation, necessary site clearance, demobilization etc for work at concerned land survey site.) a. Land boundary of the site shall be clearly demarcated along with dimensions. b. Proximity to the land boundary shall be clearly mentioned. c. The highest and lowest flood level to land boundary shall be mentioned. d. Contours at contour interval of one meter shall be marked. e. Low lying area shall be demarcated along with dimensions and levels. f. Details of culvert, storm water drain g. Position of tress and other existing natural features/constraints like existing HT/LT lines Poles distance to be marked clearly. h. All the roads with road width and accesses to the Campus shall be clearly marked. i. Sewage lines in the campus showing by Engineer-in-charge marked if any. j. Existing building and temporary structure to be marked clearly separated with different colors. k. Nomenclature and number of story to be mentioned in all existing buildings. l. Availability of nearby electricity connection for site. m. Dimension of land boundary of each turning to be marked clearly

Soil Investigation of SPT Test as per IS: 2131-1981 in ordinary soil consisting of clay/silt/sand or their mixture with shell and auger method upto 6.0 M or refusal whichever is earlier and collection of samples, testing of these samples in laboratory for grain size analysis, Atterberg limits, water content, cohesion angle of internal friction, specific gravity, wet & dry bulk density etc. and evaluation of safe bearing capacity along with strata logs and submission of comprehensive report. In case Strata will become hard graval/boulder/rock open pits 2.0-3.0 mtr depth performing DCPT and submission of comprehensive report with recommendation in 3 copies (Soft &hard )complete as per direction of engineer-in-charge(Rate includes mobilization of equipment to site and withdrawing of the same.

Submission of Structural Design and drawing including Structure and Plan, cross section drawing, elevation & Sectional elevation of full details with utility services (Plumbing/ Drainage/sewerage), Surface drainage of boundary wall, detailed calculation, & Drawing as per latest I.S. Code in 3 copies (Soft & hard) (including vetting from any Govt. college or University) & Preparation of Detailed Estimate for on basis of DSR 2023 & upto date correction slips and Market rate analysis. Submission of detailed estimate including Measurement sheet, Rate of Analysis as per latest DSR 2023 in 3 copies (Soft & hard). Guard room & watch tower (5.00x5.00=25.00 sqm)