| | Sector | abcCivil Works | Tender Value | INR 2.09 Crore approx. | | Location | Punjab - India | Ref.No | 86744475 | | Closing Date | 02 - Sep - 2025 | | | | Construction of Primary Health Centre (PHC) Non X7 At Village Sekhan Wala Dist.Moga ,2.0 ,CIVIL WORK ,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 containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto 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. ,Cement concrete 1816 With stone aggregates 40mm gauge by mechanical means using concrete mixer volumetric type ,Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth ,Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. ,Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete ,Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) ,Centering and shuttering for columns (Square or rectangular or poly gonal in plain) ,Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. ,Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. ,First class burnt brick laid in cement sand mortar 16 in foundation and plinth ,First class burnt brick work laid in cement sand mortar 16 in first storey upto 4 metres above plinth level ,115 mm thick brick wall laid in cement mortor 14 without reinforcement in super structure. ,12.5 mm thick cement plaster 15 ,12.5 mm thick cement plaster 14 ,20mm thick cement plaster 15 in two coat work ,20mm thick cement plaster 14 in two coat work ,Terracing consiting of tiles 22.86x11.43x3.83cm 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 10cmx10cm concave quadrant along junction of roofs with parapet wall finished smooth where specially specified. ,Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 124 over 50.00 thick cement concrete 1816 ,Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) ,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. ,Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge ,Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 13 over 7.5 cm cement concret 1816 including 12.5mm thick cement plaster 13 ,Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead
upto 30 metres ,Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm 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 gauge 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 polis |
|
|
If you are a new user, then please
register, it's Free and then fill the form below.
If you are registered with us, just fill the form below, we will get back to you
shortly.
|
All fileds marked with '*' are compulsary.
|
|
|
|