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| 1 | PART - A : CIVIL WORKDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charg |
| 2 | Dismantling tile work in floors and roofs laid in cement mortarincluding stacking of serviceable material and disposal of unserviceable material within 50 meter lead For thickness of tiles 25mm to 40mm |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in 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 stone aggregate 40 mm nominal size). |
| 4 | Kota stone slab flooring 25 mm thick over 20 mm (average)thick base laid over and jointed with grey cement slurrymixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 5 | Providing and Laying 80 mm thick cement concrete blocks ofM-40 Grade (Manufactured with fully mechanised dry castprocess with forced action mixer whose arms revolve alonghe main axis and rotate about its own axis also, havinghumidity sensor for moisture control of w/c ratio in concretemix.Manufactured with steel moulds(Milled andmanufactured in CSI diamond or CSI Nitro process foraccuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together withthe helpofmultiple synchronised vibrators. Power of hydraulic stationshould be minimum 50KW for compaction and cured in controlled chambers having humidity control and automatedair circulation system) spreading 25mm thick sand underneathand filling joints with sand on existing W.B.M.base, as perIS15658:2006 and all materials shall conform to MoRTHSpecification Clause 602 |
| 6 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:12.41.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 7 | Brick work with clay flyash F.P.S. brick of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 8 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including allscaffolding:New work (two or more coats) over and includingscrapping and priming coat with cement primer. |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 10 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 11 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6- Sand). |
| 12 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. |
| 13 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbishto the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 14 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize) |
| 15 | Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineerin-char |
| 16 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C. grade M 25 |
| 19 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick Please Enable Macros to View BoQ information |
