Consultancy services for carrying out sub soil investigation (ssi) of 03 nos steel superstructure bridge for construction of 85 mtr span chatten bridge at km 23.40, 45 mtr span mauzis bridge at km 17.98 and 95 mtr span tangmochi bridge at km 18.62 t

Carrying out survey investigation and design of proposed tunnel and aqueducts on chankapur right canal and chankapur right bank extended canal under nar par girna river link project

Carrying out re-routing of existing 10.75 inch od pipe section of paradip raipur ranchi pipeline prrpl by horizontal directional drilling hdd method at ch. 116 km saraipalli korba section in chhattisgarh

(continue) providing consult services during diff.stages of execution of the project in connection with 1)construction of 150capacity ladies hostel, 2) construction of main gate 3) renovation and face lifting for assembly hall,at i.m.u.k campus

Carrying out site survey, geo-technical investigation, preparation of preliminary alignment design and general arrangement drawing (gad) for construction of road over bridge (rob) in lieu of 12 nos. level crossing (lc) gate over konkan railway.

Air compressor for plasma cutting machine,angle plate adjustable 250 x 150 x 175,anvil 24 sq. inches working area with stand,bearing different types,boring bar indexable,caliper hermachrodite.spring 15 cm,caliper inside spring 6 inch or 15 cm,caliper outside spring 6 inch or 15 cm,caps screws m6, m8, m10, m12,carbide wear block 1 mm-2 mm.,carrier for mounting components,,drill twist 1.5 mm to 15 mm,drills guage straight shank,drills guage straight shank,cut section models for hydraulic components,cut section models for penumatic components,divider spring 6 inch or 15 cm,dowel pin straight dia. 1 inch length 4 inch,drift drill 200 mm hardened and black finish,stake grooving. 100 x 100 x 300 mm,stake hatchet with leg. 300 x 200 x 20 mm,file knife edge smooth.15o mm,file round 2nd cut 150 mm,file round 2nd cut 200 mm,file square 2nd cut 250 mm,file square rough 300 mm,file triangular 2nd cut 200 mm,marking out table 90 x 60 x 90 cm,drill gauge 1,5 to 12.5 mm in steps of 0,5 mm,drill twist st. shank metric,drill

Provn of drilling bore of 150 mm dia upto 10 mtr depths or refusal defined as where n is value 100 of more for 30 cm or part of penetration spt as described in specs documents,collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per relevant is code as described in specs documents,to carry out the test to ascertain soil profiles or proportion to determine safe bearing capacity with field and lab investigation as described in specs documents,conduct lab test on disturbed soil samples as considered necessary according to relevant specification of is 2720 as described in specs documents,conducting lab test on undisturbed soil sample as considered necessary according to relevant specification of is 2720 as described as described in specs documents,ground water table as described in specs documents

Surface excavation n exc not exceeding 30 cm deep and averaging 15cm deep and getting out,excavating in trenches n exc 1 5 m wide and n exc 1 5 m in depth for foundation etc or for shafts wells cesspits manholes pier holes etc n exc 10 sq m on plan and n exc 1 5 m in depth and getting out,providing and laying sand filling under floors or in foundations including watering and consolidation,providing and laying bricks sub class b laid flat in floors old size bricks,material and labour cement concrete in foundations filling and mass concrete type b2 1 2 4,material and labour boring holes 3 m deep in soil for under reamed piles and getting out and disposal of spoil to a distance of n exc 50 m,providing and laying rcc nominal mix in foundations including rafts footings foundation beams plinth beams bases for columns etc,providing and laying brickwork with subclass b bricks straight or curved on plan exc 6m mean radius built in cement mortar 1 4,providing and rendering 12mm thick on fair faces of brick work or conc