| | Sector | abcCivil Works | Tender Value | INR 1.05 Crore approx. | | Location | Punjab - India | Ref.No | 86744519 | | Closing Date | 02 - Sep - 2025 | | | | Construction of Primary Health centre (NON X ) At Village Nathuwala Dist.Moga ,2.0 ,Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. ,Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 Litre / sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter (width - 300 mm, depth - 450 mm) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per sqm. Note - The Engineer in Charge will ensure consumption of chemical as per manufacturer's specifications & minimum 5 years warranty from the concerned dealer. ,Cement Concrete 1510 with stone aggregate 40 mm guage mixing by mechanical means using concrete mixer volumetric type ,Reinforced cement concrete M-25 mechanicaly mixed using concrete mixer volumetric type as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. ,Reinforced cement concrete M-25 mechanicaly mixed using concrete mixer volumetric type as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. ,Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) ,Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. ,Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels ,First class burnt brick work laid in cement sand mortar 15 in foundation and plinth ,First class burnt brick work laid in cement sand mortar 15 in first storey upto 4 metres above plinth level. ,Extra rate for First Floor ,115mm thick brick wall laid in cement sand mortor 14 without reinforcemnet in super structure ,Damp proof course 4cm thick of cement concrete 124 with water proofing compound as per manufactures guidelines. ,12.5 mm thick cement plaster 15 ,20mm thick cement plaster 15 in two coat work ,12.5 mm thick cement plaster 14 ,20mm thick cement plaster 14 in two coat work ,Terracing consiting of tiles 22.86x 11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 14 and top surface to be left clean after wire brushing ,Cement concrete 124 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. ,Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. ,Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 110 mm bend ,Providing and fixing in position gratings 150mm x 150mm for gully trap ,Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15cm layers including ramming watering and consolidation lead upto 1000 metres. ,Earth Filling under Floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the builiding plinth in 15cm layers including ramming, watering and consolidating lead upto 30 metres. ,Base course of floor consisting of 100mm thick cement concrete 1816 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material ,Kota stone slab 20-25 mm thick 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 4coarse sand) ,Kotah stone tiles 20mm thick in skirting risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 13 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing. ,Providing and fixin |
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