Irrigation And Public Health Department has published Construction Of Drinking Water Supply Scheme Ranikot Stayas In Tehsil Churah Distt . Chamba H . P . Sh Co Head Weir At Nallah Source 1No Rcc Intake 6No . Rcc Raw Water Tank 30000Ltr . Capacity 1No . Rcc Sedimentation Tank 60000 Ltrs Capacity 1No . . Submission Date for this Tender is 11-05-2020. Water Tank Tenders in Executive Engineer JS Division Tissa at Bhanjraru Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:C/O drinking water supply scheme RanikotNallah to SatyasPanchyat in Tehsil ChurahDistt. Chamba (H.P) (SH:- C/O Headweir at Nallah source 1 No., RCC intake 6Nos.RCC raw water tank 30000 ltr. Capacity 1 No., RCC Sedimentation Tank 60000 Ltr. Capacity 1No., RCC F/Bed 145.0 Sqm 1 No, RCC main storage tank 175000 Ltr. Capacity 1 No, RCC storage tank 10000 ltr. Capacity 4 No., RCC storage tank 20000 tr. Capacity 1No., RCC storage tank 15000 Ltr. Capacity 3No., RCC storage tank 25000 Ltr capacity 2 No., RCC storage tank 45000 Ltr. Capacity 1 No. RCC storage tank 40000 Ltr. Capacity 1 No., C/O Public stand post 25 No., Sustainability of source 3 No., Providing & Fixing of barbed wire fencing around civil work 1 job & Laying jointing & Testing of G.I. pipe of various dia’s& at various RD’s in Main line & Distribution system). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 9060.88 | cum | |
| 2 | 2 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 1.6 | cum | |
| 3 | 3 | Providing and laying cement concrete 1:5:10 (1cement;5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 24.42 | cum | |
| 4 | 4 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in.Walls including attached buttresses, pilasters and their caps and bases string courses upto floor two level with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 28.3 | cum | |
| 5 | 5 | Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 92.32 | cum | |
| 6 | 6.1 | Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. 1) In Foundation footings bases of columns and the like and mass concrete.as per the direction and entire satisfactionof Engineer-in-Charge. | 79.5 | cum | |
| 7 | 6.2 | In Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) | 131.96 | cum | |
| 8 | 6.3 | In Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto floor two level. | 5.3 | cum | |
| 9 | 6.4 | In Lintels, beams girders bressumers and cantilevers upto floor two level. | 2.17 | cum | |
| 10 | 6.5 | In Arches upto floor two level. | 9.22 | cum | |
| 11 | 7 | Providing & laying cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet for reinforcement work work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.. | 10.2 | cum | |
| 12 | 8.1 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies in all height of propping and centering below supporting floor to ceiling and removal of the same for insitu reinforced concrete & plain conrete work with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. 1) In Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto all thickness) | 130.38 | sqm | |
| 13 | 8.2 | In Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. | 1744.39 | sqm | |
| 14 | 9.1 | Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. in all height of propping and centering below supporting floor to ceiling and removal of the same for insitu reinforced concrete & plain concrete work with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. 1) In Arches upto 6 metre span | 30.45 | sqm | |
| 15 | 9.2 | In Arches exceeding 6 mtere span | 65.85 | sqm | |
| 16 | 10 | Providing mild steel/tor steel reinforcement for RCC work including bending,binding and placing in position complete in all respect with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 19916.7 | kg | |
| 17 | 11 | White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 1649.91 | sqm | |
| 18 | 12 | Providing & fixing precast concrete manhole cover and frame, conforming to IS 12593-Part-I 1988 and IS-12592-Part-II, 1991 500mm diameter (heavy duty) with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.\n | 16 | Nos | |
| 19 | 13 | Providing and fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes100 mm nominal size (lead caulked joints to be measured and paid for separately) with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. size. | 32 | Rmt | |
| 20 | 14 | Providing and fixing Cast Iron Cowl 100mm nominal diameter with in all leads and lifts as per direction and entire satisfaction of the Engineer-in-Charge. | 16 | Nos | |
| 21 | 15.1 | Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-Charge within all lead and lifts. 1) Top layer: Fine sand screened, cleaned, washed and graded effective size 0.2 to 0.4mm with uniformity cofficient 2.0 to 3.0 from approved source | 180.9 | cum | |
| 22 | 15.2 | Second layer: Coarse sand screened, cleaned, washed and graded from 3mm to 6mm from approved source | 14.52 | cum | |
| 23 | 15.3 | Third layer: Bajri screened, washed and graded from 6mm to 20mm from approved source | 14.52 | cum | |
| 24 | 15.4 | Fourth layer: Bajri (coarse) screened, washed and graded from 20mm to 25mm from approved source | 14.52 | cum | |
| 25 | 15.5 | Bottom layer: Broken stone screened, washed and graded from 50mm to 75mm from approved source | 21.78 | cum | |
| 26 | 15.6 | Bricks layer under bottom layer of filter media | 6154 | Nos | |
| 27 | 16.1 | Laying ,Jointing & Testing in trenches (to be levelled to grades) Galvanised mild steel tube in trenches of below mentioned dia and class tube including fitting such as bends , tees etc. complete and to the entire satisfaction of the engineer in charge as per IS 1239-1979(Part-I) the pipe shall be jointed with M.S flanges of following table as per IS 6392-1971 (Excavation in trenches to be measured and paid for separately ) including bends ,tees etc. The bend shall be prepared with parent tube for which pipe shall be issued by the Department free of cost (95% butt welding & 5% flanged)within all leads & lifts as per the direction of Engineer in charge. 1) 100 mm dia GI Pipe (Medium Class) with MS flanges & butt weld Table-5 (95% butt welding & 5% flanged). | 2000 | Rmt | |
| 28 | 16.2 | 100 mm dia GI Pipe (Medium Class)with MS flanges & butt weld Table-17(95% butt welding & 5% flanged) | 5000 | Rmt | |
| 29 | 17.1 | Laying,Jointing & testing in trenches galvanized mild steel tubes of following Nominal bore including fittings complete (earth work in trenches to be measured and paid for separately) with in all leads and lifts as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. 1) 100 mm Nominal Bore | 98 | Rmt | |
| 30 | 17.2 | 50 mm Nominal Bore | 1810 | Rmt | |
| 31 | 17.3 | 40 mm Nominal bore | 1500 | Rmt | |
| 32 | 17.4 | 32 mm Nominal Bore | 6070 | Rmt | |
| 33 | 17.5 | 25 mm Nominal Bore | 7340 | Rmt | |
| 34 | 17.6 | 20 mm Nominal Bore | 5200 | Rmt | |
| 35 | 17.7 | 15mm Nominal Bore | 2960 | Rmt | |
| 36 | 18.1 | Providing & Fixing Gate Valve with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. 1) 100 mm Nominal Bore | 22 | Nos | |
| 37 | 18.2 | 50 mm Nominal Bore | 10 | Nos | |
| 38 | 18.3 | 40 mm Nominal bore | 6 | Nos | |
| 39 | 18.4 | 32 mm Nominal Bore | 28 | Nos | |
| 40 | 18.5 | 25 mm Nominal Bore | 13 | Nos | |
| 41 | 18.6 | 20 mm Nominal Bore | 12 | Nos | |
| 42 | 18.7 | 15mm Nominal Bore | 15 | Nos |
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