Irrigation And Public Health Department has published Tender For Providing Water Supply To Murrah Caste Farm In Village Barnoh Buffallo Under Rashtriya Gokul Mission In Distt. Una (Hp) (Sh:-Construction Of Over Head Reservoir 50000 Ltrs Capacity With 10 Mtr Staging Height).. Submission Date for this Tender is 24-04-2023. Reservoir Tenders in Una Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation infoundation trenches upto alldepths in all classification ofearthworksuch as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hardrock where blastingisprohibited, in all liftsincludingtrimming and dressing of sides, levelling of beds to correct gradeincluding, shoring, strutting, planking, timberinganddewatering, whereverrequired, stackingthe useable and unuseable material/ soil separatelyand afterlaying, jointing and testing of pipesreturing theuseablesoil in trenches in 15 cm ( Fifteen centimeter )layers including consolidatingof such depositedlayerby ramming andwatering and then disposing ofall surplus excavated soil /un-useable materials as directed within all leads and liftsincludingrestoration of un-metalledsurface to its original condition andincluding cost ofdiversionfor traffic, night signals, fixing caution boards, crossing over trenches foraccess to houses, fencing etc. completein all respect within allleads andlifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge. |
| 2 | Providing andlaying cementconcrete by using M-10 gradedstone aggregate40 mm nominal size )completein all respect within allleads andlifts complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete using M - 30 concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in : |
| 4 | Foundation,footing.bases of columns & the like & the mass concrete. |
| 5 | Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level |
| 6 | (i) floor four level to floor five level |
| 7 | Column,pillars,posts & struts upto floor two level |
| 8 | (ii) floor two level to floor three level |
| 9 | (iii) floor three level to floor four level |
| 10 | (iv) floor four level to floor five level |
| 11 | Lintels,beams girders bressumers & cantilevers upto floor two level |
| 12 | (ii) floor two level to floor three level |
| 13 | (iii) floor three level to floor four level |
| 14 | Arches upto floor two level: |
| 15 | (ii) floor two level to floor three level |
| 16 | (iii) floor three level to floor four level |
| 17 | Suspended floors,roofs,landings.etc. upto floor two level |
| 18 | (i) floor two level to floor three level |
| 19 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level. |
| 20 | (i) Foundation,footing,bases of columns etc.and mass concrete. |
| 21 | (ii) Flat surface such as soffits of suspended floors,roofs,landing and the like |
| 22 | (iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like. |
| 23 | (a) Upto 4.00 mtrs. |
| 24 | For Vertical surfaces of tank |
| 25 | (iv) Columns,pillars.posts & struts. |
| 26 | (b) Beyond 4.00 mtrs. |
| 27 | (v) Beams, cantilever, girders & lintels. |
| 28 | Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor. |
| 29 | (vi) Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height. |
| 30 | Beyond 4.00 mtr.height. |
| 31 | Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level. |
| 32 | Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts. |
| 33 | Finishing wall with water proofing cement paint of approved brand & maunfacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powedered material etc. |
| 34 | Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts. |
| 35 | P/Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5as per IS :6392 - 1971 for out let, Inlet and over Flow pipe and Scover pipes excluding the cost of excavation in trenches complete in all respect within all leads & lifts. |
| 36 | GMS pipe80 mm dia (M) |
| 37 | GMS pipe 80 mm dia (M) |
| 38 | Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works complete in all respect within all leads & lifts. |
| 39 | Laying and Jointing of GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches complete in all respect within all leads & lifts. |
| 40 | GMS Pipes 50 mm dia |
| 41 | Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc.) complete in all respect within all leads & lifts. |
| 42 | C.I Sluice valve 80 mm dia |
| 43 | C.ISluice valve 80 mm dia |
| 44 | Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts. |
| 45 | GMS pipe (M) Bend 80 mm dia |
| 46 | GMS pipe (M) Bend 80 mm dia |
| 47 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement: 3 Sand: 6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts. |
| 48 | Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts. |
| 49 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete.600 x 600 x 750 mm inside size With 150mm th.walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways. |
| 50 | P/Fixing ofbelow items required for OHSR complete. |
| 51 | Lightening Conductor |
| 52 | Water measurement gauge |
| 53 | Vent Pipe i/c CI cowl complete |
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