GENERAL-Investigation works-Investigation for the construction of Check dam cum Bridge across Kalathukadavu at Chakinayamthadam b h a g a m i n m o o n n i l a v u p a n c h a y a t h -Investigation Work

Amount

INVESTIGATION WORKS

56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring

56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring.

56.3.a.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil.

56.3.a.2:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For under water.

56.5.b:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In Water

56.4:Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under water and banks of river.

56.9.1:Erecting platform over 2 nos of 2nd Class Boat using Mango wood planks of not less than 30 mm thick, Mango wood joists of 100 mm x 70 mm at 60 cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc complete. excluding hire of boats (A Platform of minimum size 6.00 m x 5.00 m will be required)

56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.

56.7:Conducting standard penetration test in bore hole at any depth.

56.8:Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.

56.11.a:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring for 5 bore holes.

56.11.c:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring - Extra for additional set for bore holes exceeding 5 nos.

TOPOGRAPHIC SURVEY WORKS

56.13:Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations).

60.11.1:FIXING TBM- Supplying and fixing TBM with RCC 1:1.5:3 pillar block having a size of 30*30*75 cm, steel reinforcement for RCC work, painting top and sides of pillar with synthetic enamel paint, lettering in the pillar block with 8cm high "TBM" on one face and the reduced level on the outer face, etc complete, fixed in CC1:3:6 using 40 mm metal 55*55*60 cm etc complete and centering and shuttering including strutting , propping and removal of form work for pillar and foundation.

60.11.2:Taking FLY LEVELS- from the nearest GTS BM and closing on the starting BM including conveyance of instruments etc along road or in heavily built up area or in roads with heavy traffic or in thick jungle ( out turn 4000 m / day )

OD22404/2024-2025:Conducting topographic survey in river for taking cross sections in every 15 m interval for the upsream and down stream 60m, 50m interval for the upstream 500m and 100m interval for the balance upstream and downstream, preparing contour maps showing 2m interval contours using Total Station or DGPS or its combinations thereof showing all topographic features like culverts and crossings, survey stones and other permanent objects and the preparation of maps at suitable scale (plan, cross sections, longitudinal sections etc) indicating the contour lines 2m interval, in digitized forms etc complete (outturn 6 hect/day) as per scope of work and as per direction of the departmental officers at site.

OD22406/2024-2025:Conducting topographic survey in banks of river at cross sections in every 15 m interval for the upsream and down stream 60m, 50m interval for the upstream 500m and 100m interval for the balance upstream and downstream, preparing contour maps showing 2m interval contours using Total Station or DGPS or its combinations thereof showing all topographic features like culverts and crossings, survey stones and other permanent objects and the preparation of maps at suitable scale (plan, cross sections, longitudinal sections etc) indicating the contour lines 2m interval, in digitized forms etc complete (outturn 3 hect/day) as per scope of work and as per direction of the departmental officers at site.

Esteem Developers (P) Limited (BID ID -2187097)

Bidder Name

Esteem Developers (P) Limited

SREEKANTH P S