Irrigation And Public Health Department has published Providing Lwss To Various Villages Jaunli Redhi Kateli Dungsa Abble And Its Surrounding Area In G P Bhaloon And Summerkot Tehsil Rohru Distt Shimla H P Sh Development Of Site For Various Structures C O Rcc Intake Chamber 5No C O Rcc S T 5No . Submission Date for this Tender is 07-10-2021. Manhole Construction Tenders in Rohru Town Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge. |
| 2 | Excavationinfoundations , trenches etc.,inearthwork , liftup to 1.50metres.Stackingtheeacavated soil not more than 3 metres clear from the edge of the excavation and then returning thestackedsoil in 15 cm. (fifteencentimetres)layers , whenrequiredintoplinth andsidesof foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as perthe directionof the Engineer - in - Charge. |
| 3 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curingcomplete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge. |
| 4 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. |
| 5 | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies,height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removalof the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 6 | i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like. |
| 7 | ii) Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness . |
| 8 | iii) Edge of slab and breaks in floors and wall under20cm wide within all leads and lifts. |
| 9 | Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removalof the same for insitu reinforced concrete and plain concrete work in :Arches upto 6.00 mts.span |
| 10 | Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- |
| 11 | i) Foundation and plinth (bed) with in all leads and lifts. |
| 12 | (ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses,plinth and string courses etc. from top of foundation level up to floor two levelwith in all leads andlifts as per the direction of the Engineer - in - Charge. |
| 13 | Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 14 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
| 15 | (ii) Arches upto floor two level. |
| 16 | Providing and laying (pours) No fine concrete 1:4 (1Cement : 4 graded stone Agg. 40mm and above and curing complete with weep hole or pours etc. with in all leads and lifts as per the direction of the Engineer in Charge. |
| 17 | R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cement:6sand) within all leads and lifts as per the directions of the Engineer in charge. |
| 18 | C/O Dry rubble masnory in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the direction of the Engineer- in - charge. |
| 19 | Boulder/Stone filling behind retaing wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge. |
| 20 | Steel work in built up sections including cutting hoisting fixing in position and applying a priming coat of red lead paint in R.S. joists, channels, angles, Tees, with in all leads and lifts as directed by the Engineer -In-charge |
| 21 | 10mm cement plastering in single coat on fair side of brick/concrete wall for internal plastering upto floor two level i/c arrises internal angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement : 3 Sand ) with in all leads and lifts as per direction of the Engineer in Charge. |
| 22 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter. with in all leads and lifts as per the direction of the Engineer in charge. |
| 23 | Supplying and fixingwoven plain GI fencing of mesh 50 to 150mm to any type of standard rails strainging bolts etc. i/c provision ofbinding wireetc. |
| 24 | Prov. & fixing SFRC Man hole cover with framehaving frames size of 560 mm internal dia.shouldnot be less than 58 kg |
| 25 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. |
| 26 | Bootem layer broken stone 50 mm to 75 mm |
| 27 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipefittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. 65mm dia. |
| 28 | 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 dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) |
| 29 | 50mmdia. |
| 30 | 65mm dia. |
| 31 | Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3 (1cement :3 sand )with in all leads and lifts as per direction of the Engineer in Charge. |
| 32 | Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately) |
| 33 | 15mmdia. |
| 34 | 20mmdia. |
| 35 | 25mmdia. |
| 36 | 32mmdia. |
| 37 | 40mmdia. |
| 38 | 50mmdia. |
| 39 | 65mmdia. |
| 40 | Providingand fixing of G.M. gate / C.I. Valvesof various dia in pippes with in all leads & lifts as per directions of Engineer - in - charge. |
| 41 | 15mmdia. |
| 42 | 20mmdia. |
| 43 | 25mmdia. |
| 44 | 32mmdia. |
| 45 | 40mmdia. |
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