Annual Plan-2025-26 OMASSERY GP PR NO 189/26 ONGALORA DWSS-WARD NO 6

PUMPING MAIN RENOVATION

OD435760/2025-2026:Providing and fixing ASTM uPVC SCH 80 pipes includes jointing of pipes with one step ASTM uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 65 mm dia(Modified 50.18.9.8.1 without trenching and refilling)

OD435759/2025-2026:Providing and fixing ASTM uPVC SCH 80 moulded fittings/ accessories for ASTM uPVC pipes, including jointing with ASTM solvent cement - 65 mm dia Socket /coupling(Modified 50.18.9.21.9)

OD435758/2025-2026:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil( MODIFIED DATA OF 2.10.1.1) Pipes, cables etc, not exceeding 80 mm dia

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

OD440647/2025-2026:Providing and fixing ASTM uPVC SCH 40 moulded fittings/ accessories for ASTM uPVC pipes, including jointing with ASTM solvent cement - 65 mm dia Socket /coupling/TEE/ ELBOW / BEND ETC (Modified 50.18.9.21.9)

OD440648/2025-2026:Providing and fixing ASTM uPVC SCH 40 pipes includes jointing of pipes with one step ASTM uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 65 mm dia(Modified 50.18.9.8.1 without trenching and refilling)

OD440884/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge.63 mm dia 10Kgf/cm2( WITH OUT TYRENCHING AND REFILLING MODIFIED DATA OF 50.18.9.7.1)

OD440888/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 ( WITH OUT TRENCHING AND RE FILLING MODIFIED DATA OF 50.18.9.4.1)

OD440889/2025-2026:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2( WITH OUT TRENCHING AND REFILLING MODIFIED DATA OF 50.18.9.3.2)

OD440892/2025-2026:( MODIFIED DATA OF 50.18.9.6.1) WITH OUT TRENCHING AND FILLING Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

OD440935/2025-2026:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2 (Modified 50.18.9.2.2 Without trenching and Refilling)

OD440941/2025-2026:Providing Street fountain with vertical posts by 75mm PVC Pipe 1.20 m long fixing in concrete and connecting the taps including all cost of materials,labour charges etc (Inside connecting water line pipe and tap should be paid seperatly)

OD441011/2025-2026:Providing and fixing ball valve (uPVC, 12.5kg/cm2, 25mm ( ¾” ) of approved quality, High or low pressure,:25 mm nominal bore(Modified 18.18.3)

OD441012/2025-2026:Providing and fixing ball valve (upvc 12.50 kg/cm2 , 32mm dia) of approved quality, High or low pressure, with plastic floats complete:63 mm nominal bore

OD441013/2025-2026:Providing and fixing ball valve (upvc 12.50 kg/cm2 , 32mm dia) of approved quality, High or low pressure, with plastic floats complete:32 mm nominal bore

18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore

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

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes

12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

OD441078/2025-2026:DRY RUBBLE MASONTRY -Dry rubble without concrete levelling course masontry withgood quality blased rubble including packing to compactness to lines and level cost and conveyence of all material labour charges etc complete

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces

18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars

OD441206/2025-2026:Sinking well in all soils other than rock to lines and levels and plumb by scooping out from inside and below the stiening including the use of dredgers or any other appliance,hire and labour for kentledge,jetting,dewatering,blasting,vibrating or any other method including removal of obstacles and dumping the soil within a distance of 150m-Well upto 3.50m outer dia-2nd depth 3.00 m to 4.50 m below spring level(Std PWD Data 1965 SI NO701)

5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining

10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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