Irrigation And Public Health Department has published Tender For Augmentation Of Wss To Newely Created Wards No 6 & 7Under Mc Rampur Tehsil Rampur Distt Shimla (Hp) (Sh:- C/O Rcc Trench Weir / Head Weir ,Site Development For Wtp , C/O 2.00 Mld Water Treatment Plant Complete In All Respect, Providing ,Laying . Submission Date for this Tender is 14-03-2023. Anchors Tenders in Shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separatelycomplete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 2 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatlydressed as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge. |
| 5 | Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . |
| 6 | Providing and laying cement concrete 1 : 2 :4(1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 7 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 8 | Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Columns, pillars posts and struts upto floor two level. |
| 10 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 11 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 12 | Column , Pillers &post upto floor two level square, rectangular& polygonal in plain |
| 13 | Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel. |
| 14 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely) |
| 15 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (boulder filling to be measured and paid for separately) G.I. Wire 4mm thick to SWG-8 15cmX15cm mesh. corresponding |
| 16 | Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge. |
| 17 | Providing,Laying , jointing & testing of MSERW pipeas per IS:3183-2007 API-5L, Gr.X -46, in trenches of below mentioned diameter in a radam length of 5 - 6 mtr.and jointed with after every 100 meter joints with flanged welds & remaining other Circumferencial Butt Welded joints by electrical arc welding to requireddia API Pipewelded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS : 3183-2007 specifications, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.(The earth work in trenches to be measured and paid for separately) |
| 18 | 200mm dia API-5L, Gr.X - 46,4.8mm thick |
| 19 | Providing & fixing double flanged CI Sluice valve PN. 1.6 (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 dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) |
| 20 | 200mm nominal diameter. |
| 21 | Water Treatment Plant (2.00 MLD) |
| 22 | C/OWater Treatment Plant (Rapid Sand Filter) including hydraulic and structural design and drawing, site development complete : Design, Construction and commissioning of Watertreatment plant of2.00 MLD capacity complete in all respect.The cost shall include all component viz. civil work, mechanical &electrical equipment, operation & maintenance, trial run for six month, site development, interconnecting arrangement and all other allied work.The cost shall include the construction of treatment units owing to scope of work, design parameter, term and conditions, technical specifications including all other works as per manual on water supply andtreatment published by CHPEEO Ministry of Urban Development, New Delhi ( latest). The design of various components shall conform to design parameter given as per terms& conditions attached. |
| 23 | Operation and Maintenance of above components for the period of Fiveyears including O & M of laboratory |
| 24 | Ist year |
| 25 | 2nd year |
| 26 | 3rdyear |
| 27 | 4th year |
| 28 | 5thyear |
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