Job Work

PROVN OF ADM BLOCK, 1 X COOK HOUSE, 30 X VEH SHEDS & SINGLE JCO ACCN FOR 6 JCOs FOR INF BN NO 3 OF 71 MTN BDE (Soil Investigation required as mentioned) 1. Carrying out bore holes upto 6 mtr depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.2M, 1.5M & 1.8 M depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1981,IS1892-1979, IS 1904-1986 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report in quardruplicate alongwith a soft copy complete as following :- (06 Nos of bore holes X 06 Mtr Depth each = 36.00 RM Total Depth) (Adm Block - 02 Nos, Cook House and Dining Hall-01 No, Single JCO Living - 01 No & Covered accn for 'B' Veh - 02 Nos) 2. CBR value of the flow up to the depth 3.00 Mtr with relevent IS specification of follwing :- (03 Nos of bore holes X 03 Mtr Depth Each = 09.00 RM Total Depth) (Har standing aparon and paved assembly area (50x110m) & Plinth for sieving and sun drying of supplies/PCC hard standing - 01 No, Widening of road 580 Mtr long & 2.50 Mtr wide - 01 No & Provn of road 260 Mtr long & 5.50 mtr wide - 01 No). (Complete one job)

PROVN OF DEFICIENT ACCN INCL GUARD ROOM AT HQ MUPSA CAMP LOC (Soil Investigation required as mentioned) 1. Carrying out bore holes upto specified depth, taking soil samples at every 1 mtr interval at site, analyzing soil by carrying out the required test in lab, evaluation of safe bearing capacity of the soil based on failure and settlement failure criteria and allowable bering capacity at 1.5M, 2.0 M, & 2.5m depth with suggestion for economical width and type of foundation to be adopted all as per IS 2131-1981, IS 2132-1986, IS 1904-1986, IS 1892-1979 and IS 8009 (Part 1 & 2) including filling up to bore holes with lean concrete 1:8:16 using 40mm stone aggregate with proper compaction after taking out the test samples & carring out the bore holes test and submitting the investigation report in quardruplicate alongwith a soft copy complete as under :- (02 Nos of bore holes X 10 Mtr Depth each = 20.00 RM Total Depth) - Office and Adm accn (T/S) - 02 Nos (02 Nos of bore holes X 6.0 Mtr Depth each = 12.00 RM Total Depth) - Dining Hall and Cook House for 34 Hav/ORs (S/S) - 01 No and Guard room with attached toilet (S/S) - 01 No. (01 Nos of bore hole X 6.5 Mtr Depth = 6.5 RM Total Depth) - Single leving accn for 34 Hav/ORs (S/S) - 01 No (Complete one job)

National Soil Testing and Research Laboratories

MEENAKSHI GEOTECH

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