Beautification and Illumination of Shree Bodgeshwar Temple at Mapusa

Earth work in excavation over areas of all type of strata comprising of any type of material such as soil ,silt,clay, sand, gravel, murum of all varieties, shingles, pebbles, all type of congolmerates,latrite rock,soft rock,ordinary rockdisintegratednrock,fissured/shattered rock, decomposed rock, weathered rock and all such material either in full or part as the case may be adopting any method/ methods as may be convenient or permitted (blasting prohibited) including chiselling ,wedging,etc., in all conditions such as dry , moist, foul, saturated, submerged, etc., as directed by the Engineer etc., all complete including dressing of side ramming bottom, all leads, lifts and depths including getting out excavated soil & stacking as directed , pumping and bailing out water, barricading,danger lighting, guarding as directed .

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer .

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Laterite masonry in neatly dressed stones of size as specified in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and superstructure

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All work up to Plinth level

Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineerin-charge. All works upto floor V level iv) M-25grade of concrete

Centering and shuttering including strutting, propping, & removal of form for a) Foundation, footings, bases of columns

Centering and shuttering including strutting, propping, & removal of form for b) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth