DEPOSIT-RURBAN MISSION - SHYAMA PRASAD MUKHERJI RURBAN MISSION UNNIYAL TR BEACH STRETCH BEAUTIFICATION AND PARK AT NIRMARUTHUR GRAMA PANCHAYATHBEACH BEAUTIFICATION PHASE 2- General Civil Work

Amount

Lake side Protection

60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.

60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.

OD11148/2024-2025:Centering and shuttering for concrete block of size 1.8X1.0X1.0M including strutting and removal of formwork after curing period etc. complete and 4mm steel plates (weight - 31.40kg/m2) and 60X60X60mm angles (5.40kg/m) are used for making the formwork weight of plate (2x1.8+2x1)x31.40kg/m2 = 5.6x31.40 = 175.84kg, weight of angles = (4x1.80+11x1+4x1.40+8x1.35)x5.4kg/m = 34.6x5.4 = 186.84kg, Total weight = 175.84+186.84 = 362.68. Assume hat it can be used 40 times.362.68/40=9.067 (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)

OD11150/2024-2025: od2834/2017_2018 :Casting of Cement Blocks(PROVISION FOR HOOKS ADDED SEPARATELY) using graded metal 40%of 75mm to 40mm,30%of 40mm to<br>20mm, 30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design of mix<br>proportion 05:1:1.46:3.22 by weight of water cement,fine aggregate,coarse aggregate(specific gravity of fine<br>aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be<br>of 43 grade or higher minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and<br>min density of concrete 2.5 gm /cc as per the directions of departmental officers at site.<br>(Based on item 65.94)

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Sea side Walk way

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

VISHNU BABU (BID ID -2429593)

M.K.MOIDEEN (BID ID -2428164)

Bidder Name

M.K.MOIDEEN

MOHAMMED SHIBIL PM

VISHNU BABU