Public Works Department Tender

Vol-III I No 10.16 Page No 95 - Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed ( average thickness ) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately)

Vol-III I No 4.2 (v) Page No 23 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material

Vol-III I No 4.17 Page No 26 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Vol-III I No 6.8.1 Page No 51 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)

Vol-III I No 10.17 Page No 95 - Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)

Vol-III I No 8.1 (a) Page No 63 - Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base

Vol-I I No 2.4.2 Page No 16 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.

Vol-II I No 19.9.2 Page No 187 - Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar

Vol-I I No 2.1.4 Page No 15 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates

Vol-II I No 5.4 Page No 9 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

Vol-II I No 8.19.1 Page No 44 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.

Vol-II I No 8.33.3 Page No 47 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Vol-II I No 8.30 Page No 46 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Vol-II I No 11.16.2 Page No 82 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in 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 including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Approved Rate - Providing and Supplying of Pre Cast RCC Sofa 5feet length without hand rest including painting fixing etc as per drawing & technical specification with all lead lift loading and unloading charges, cost and conveyance of all materials, labour, equipment etc complete as per the directions of the engineer-in-charge of the work.

Approved Rate - Standard swing 2 seater Main Frame 1inch NB Top bar 2inch NB Rubber Chain frp 4 MM Thickness (Area 9 x 4)(Area: 2.8m*1.3m, Leg support: 40mm NB pipe, Top Bar: 50mm NB pipe, Seat: FRP bucket seat, Bearing Heavy Duty Ball Bearing, Suspension: 6mm electro galvanised chain including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries and all the other appurtenances required to complete the work as per technical specifications

Approved Rate - Dual pipe side by side see saw Main(Area: 1m*1.9m, Lever: 70mm NB pipe, Column: 25mm NB pipe, Seat: moulded FRP, Bearing: Heavy duty pipe bearing) including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries and all the other appurtenances required to complete the work as per technical specifications

Approved Rate - Two way slide GI pipe ; 12 gauge FRP Slide 3 to 4MM Thickness, ladder; GI sheet steps including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries and all the other appurtenances required to complete the work as per technical specifications.

Approved Rate - Platform Merry go round with cross bars (Area: 1.2m/1.5m/1.8m dia, Height: 1m, Platform: non skid aluminum plate, Outer ring: 35mm NB pipe, Hand rail: 25mm NB pipe, Bearing: Triple Heavy Duty Bearing permanently lubricated and with water sealant) including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries and all the other appurtenances required to complete the work as per technical specifications

Vol-III I No 16.30 (a) Page No 150 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level. Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1