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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeansinfoundationtrenchesordrains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m. All kind of soil |
| 2 | 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 : 8 graded stoneaggregate 40 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 4 | Centering and shuttering including structting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete |
| 5 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo mecahnically treated bars |
| 6 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1:6 (1 cement : 6 coarse sand) |
| 8 | 15mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) |
| 9 | Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar work |
| 10 | Finishing walls with water proofing cement paint of required shadeOld work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : one or more coats |
| 12 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 13 | Providing & fixing UV stabilised fiber glass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated \"J\" or \"L\" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2.0 mm thick |
| 14 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead |
| 15 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.For M.S. tube,pipe |
| 16 | Providing and fixingin position 4 mm tk. APP sheet abovewindow for sunshed as per requirement and direction of Engineer- in - Charge |
| 17 | Providing and fixing2mm thick Standardpolyvinyl chloride resin binderflooringcolour of Flooring shall be approved by the Engineerincharge.(Weight should not be less then4.-5 Kg/Sqm) |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.over all watch tower |
| 19 | Providing and fixing in position 110 mm dia PVC rain waterpipe, working pressure 6kg/sqcm, wall thickness not less then 5.3mmincluding jointing with existing 110 mm MS pipe with110 mm PVCflange and required nut bolt,clamping wherever required, including all fitting, cutting and jointing the pipe withPVC solvent, including testing the joints complete as per direction of Engineer in charge. Make: Astrial, Supreme, Finolex |
| 20 | Clamping of existing 110 mm dia PVC rain water pipewith good quilty MS Clamp, nut bolt andrequired wooden/rubber back support as per direction of Engineer in charge |
| 21 | Replacing of existing rain water flange with new 110 mm dia PVC flange schedule 80 110 mm 1 Pair wherever required with PVC solvent, nut bolt and testing the joints complete as per direction of Engineer in charge. Make Astrial, Supreme, Finolex |
