PMGSY 3 - Package No. KR 09 - 135 (B) Investigation Works, Analysis, Design And DPR Preparation for Muppini Bridge (90Meter Length, 6 Spans, 8.40 Meter wide) Across Punnappuzha River At Ch.0/110km on Muppini - VelladimundaVadakkekai Road(retender)

Amount

PMGSY 3 - Package No. KR 09 - 135 (B) Investigation Works, Analysis, Design And DPR Preparation for Muppini Bridge (90 Meter Length, 6 Spans, 8.40 Meter Wide) Across Punnappuzha River At Ch: 0/110km on Muppini - Velladimunda - Vadakkekai Road In Moothedam Grama Panchayath in Nilambur Block, Malappuram District

Appendix A :- Site Survey Alaingment Planning and Hydraulic Design

Total Station survey and preparation of site paln Plain built up area with hindrance to line of site due to buildings/ structures

Preparation of Detailed Project Report of the bridge works containg alignment plan, Key plan, Contour plan, Index map, Logitudinal and Cross section of road and river/thodu cross section of bridge hydrulic and velocity calculations including neat filling and supplying five set DPR etc. as per the direction of departmental officers

Cross sectional details of river 90x10=900m2

Hydraulic and Velocity Calculation - River

Appendix B :- Soil Investigation

Providing access to site, clearing and making good to erecting and conducting soil testing transfers within the site and for any other tempaorary arrangements to be erected within the area in connection with conducting the soil testing (4x30x8=960m2)

Mobilisation including transportation of all necessary plant and equipments and materials of boring, field testing and sampling and demobilization after completing the work

Setting up boring rig at each bore hole locations including carriying all necessary plant, equipments and materials of boring and field tests and collection of samples at each bore hole location

Boring with rotary power drilling equipments in a) All types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata up to 10 meter including conducting necessary S.P.T and recovery of undistributed soil samples at 5m intervals (7X10)

do.do For under water 7x1=7m

Boring through all types 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 (4nos x 4)

Conducting statndard penetration test in bore hole at any depth 7x3=21Nos

Recovering disturbed soil samples and preserving the same in air tight sample containers including waxing labeling packing storing including cost of container as per IS code

Erecting platform over 2Nos. of second class boat using mango wood planks of not less than 30mm thick, mango wood joists of 100mmx70mm at 60cm intervals including labour and hire of all materials and dismantling the platform after completion of work etc. complete excluding the hire of boats (A platform of Minimum size 6.00x5.00m will be required) (5x7)

Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab tests (report in trplicate) a) Machine boring

Appendix C :- Design of Bridge

Appendix C :- Design of Bridge & Detailed Estimate Design of Bridge of span 15x6=90m.Rough cost estimate 90x7=630Lakhs (@ 7Lakh/m) Design charges + Preparation of detailed estimate and rate analysis inclusive of investigation, survey, Analysis of survey data, Preparation of LS, CS & Plan, Soil investigation, Traffic Survey, Hydrological Survey, Social and Environmental safeguard assessment, Analysis of the data, design of roads, design of CDs/Protections and report preparation including the preparation of drawings