Construction of Irrigation Well in Sy.No. 54/1 Village Poriem V.P. Poriem in Sattari Taluka.

Earthwork in excavation by mechanical means in all types of strata comparing any of the material such as soil, silt, sand, clay, gravel, mooram of all varieties, shingles, pebbles, all types of coglomerates, all types of laterite rocks, soft rock, ordinary rock, disintegrated rock, fissured/ shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out construction of shoring strutting and bracing, removal of stump and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting guarding and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within all leads and lifts etc. as per specification & drawing and directed by the Engineer-in-charge with 50 mts. lead and all lifts etc as specified and directed etc. complete.

Centering and shuttering including struttings, propping etc. and removal of formworks for: well steining

Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

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 in charge.

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 soild as directed within a lead of 50m All kinds of soil.

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

Providing & Laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto plinth level.

Providing & Laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto plinth level.

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

Providing and laying damp proof course 25mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10mm nominal size.

Laterite masonary in neatly dressed of size as specified in cement mortar 1:4: (1 cement : 4 coarse sand) in foundation and basement. Extra for laterite masonary in all size in super structure above floor level up to floor V level.

Centering and shuttering including struttings, propping etc. and removal of formworks for: a) Foundations, footings, bases of columns

Centering and shuttering including struttings, propping etc. and removal of formworks for: v) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth neams not exceeding 1m in depth.

Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement: 2 course sand: 4 graded stone agg 20mm nominal size) c) in beams, suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, intels, bands, plain window sills, staircasses upto floor five level.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a coat of neat cement. 50mm thick

Supplying and fixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring.

Providing Pre-cast cement concrete jail 1:2:4 ( 1 cement: 2 coarse sand: 4 stone aggreate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) all complete excluding plastering of the jambs, sills and soffits II) 40mm Thick

Steel work welded (SAIL, TATA, VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. b) in tees, angle, flats and channels

Providing asbestos cement sheets, roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm dia GI plane and bitument washer complete. Excluding the cost of purlins, rafters and trusses.b) corrugated sheets 6mm thick

Applying priming coat with ready mixed primer of approved brand and manufacture in steel work.

Painting two or more coats (excluding priming coat with ordinary ready mixed paint of approved brand and manufactured in all shade except white or green on new work to give an even shade.

Supplying at site and fixing of unplasticised PVC pipes 63mm dia. For delivery side with fittings etc. complete including trenching and refilling as per direction of Engineer-in-charge, pipes of class 6kg/cm2