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| 1 | Providing and fixing 3.0 mm thick clear polycarbonate sheet to be fixed on the existing MS / wooden frame with self drilling machine screws including remove the old polycarbonate sheet complete in all respect to the entire satisfaction of Engineer-in-charge. |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 5 | Providing and laying water proofing coating having three coats of water proofing chemical with 1 coat as primer and 2 subsequent coats. The water proofing chemical shall have properties as water absorption 1% minimum, pot life at 30º C : 30 min, application temperature 10º C, bond strength to concrete : approx 1 N/mm2. (Fosroc Hydroproof xtra or equivalent) . The primer coat shall be provided in ratio 1 part of Hydroproof Xtra :2 parts of water : 4 parts of cement mixed material with the above proportion will cover an area of 16-17sqm for 1 L of Hydroproof XTRA . The two top coats shall laid in ratio 1:2 i.e. 1 part of chemical and 2 parts of neat cement after laying of 800 micron fibre mesh. The thickness of each coat shall be about 1 to 2 mm. The 2nd coat shall be applied after 5-6 hours of 1st coat. The full curing shall be done after 12 hours with must curing after 6 hours. The coverage of top coats shall be 4.5-5.0 sqm /litre/ coat. The work shall be undertaken as per manufacturer specifications, complete in all respect and to the entire satisfaction of Engineer in Charge. |
| 6 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 7 | Providing and fixing 60 mm thick high density rubber moulded precast cement concrete paver block grey/ colored/ polished/ designer (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M35 ISI marked including the cost of good quality color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over layer of 25 mm average thick screened coarse sand to the required slope and filling the joints with fine sand complete in all respects and to the entire satisfaction of Engineer in charge. |
| 8 | providing and fixing of factory manufactured precast cement concrete kerb of size 300mm x 300mm having 100mm thickness and 50mmx50mm half round at top duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charg |
| 9 | 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 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4(1 cement: 4 fine sand) |
| 12 | Providing gola 75x75 mm in cement concrete 1:2:4(1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design :In 75x75 mm deep chase |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:One or more coats on old work |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4(1 cement :4 coarse sand) |
| 15 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed 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) :25 mm thick |
| 16 | Providing and fixing 15 to 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. (GRANITE). |
| 17 | P/F 110mm internal dia PVC pipe as rain water pipe on walls of 6 kg. pressure with Bend, Elbow and Clamps complete in all respect to the entire satisfaction of Engineer--in-Charge |
| 18 | Steel work in built up frame made of / M.S. flat / M.S. pipe / M.S. angles of various sections including cutting, hoisting fixing in position and applying a priming coat of approved steel primer and two coats of snthetic enmael paint, welded and bolted including special shaped washers etc.. The work is required for making security wall jaffery/ ladder/grills/ frame work for shed or sunshade / other mis work.The steel work is to be provided at the site of the building complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125 gram of synthetic Polyester triangular fibre for 50 kg cement used as per direction of Engineer-in-Charge. |
| 21 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone |
| 22 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 23 | Providing and applying two or more coat of water repellent on the existing surface for providing effective water repellence. The material shall be ready to use like FOSROC Nitocote SN 522 or equivalent. The product shall be colourless and under no curcumstance shall change the colour of the surface, as such product shall be applied after conducting trials on different surfaces. The product shall be silicon based water repllent and shall comply to BS 6744-92 class A. The surface shall be cleaned with broghs before application of water repellent for optinal bounding and the material should be apply @ 1 ltr/7 sqm per litre with paint brush only including charges of ladders or scaffolding or crane upto 25 meter height complete in all respects and to the entite satisfaction of the Engineer in charge. NS. |
| 24 | Disposal of building rubbish / malba / imilar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Please Enable Macros to View BoQ information |
