Irrigation And Public Health Department has published Providing Gwss To Bauli Badhawali And Various Adjoining Habitations In Gp Badhal Tehsil Jubbal Distt Shimal Hp Sh Co Rcc Work And Ljt Of Gi Pipes Phase 3Rd. Submission Date for this Tender is 01-05-2021. Pipe Laying Tenders in Jubbal Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: - Providing GWSSS to Bauli Badhawali and various adjoining habitations in G.P Badhal in Tehsil Jubbal Distt. Shimla (H.P) (SH: Construction of RCC intake chamber = 1 No., Construction of RCC S/tank of 10000 ltrs cap = 1 No. Providing, laying, jointing and testing of G.I pipes of various dia.) Phase 3rd. Job 3 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation(trenches for laying of pipes and M/holes chamber) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca C.C pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring,strutting,planking,timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals,fixing caution boards,providing temporary crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 1079.88 | Cum. | |
| 2 | 2 | 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. | 2.47 | Cum. | |
| 3 | 3 | 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:- | |||
| 4 | 3.01 | foundation footing and bases of columns & like mass concrete. | 2 | Cum. | |
| 5 | 3.02 | ii) Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge. | 4.18 | Cum. | |
| 6 | 4 | 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 : - | |||
| 7 | 4.01 | 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. | 1.37 | Cum. | |
| 8 | 5 | Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all respect in foundation up to floor two levels. | 594.2 | Kg. | |
| 9 | 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering and propping etc with wooden battens & ballies height of propping and centring below supporting first carrying not exceeding 4 mtrs and removel of the same for insitu-reingorced concrete & plain concrete work such as: | |||
| 10 | 6.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge. | 42.95 | Sqm. | |
| 11 | 6.02 | In flat surfaces such as soffits,suspended floors,roofs landing and the like 'Floors etc. upto 200 mm thickness in M.H chamber, flushing tanks etc. | 7.56 | Sqm. | |
| 12 | 7 | Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 0.11 | Cum. | |
| 13 | 8 | 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. | |||
| 14 | 8.01 | Bajari 6 mm to 20mm | 0.08 | Cum. | |
| 15 | 8.02 | Coarse Sand 3 mm to 6 mm | 0.07 | Cum. | |
| 16 | 9 | Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 2 | No. | |
| 17 | 10 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | |||
| 18 | 10.01 | 15 mm dia | 900 | Rmt | |
| 19 | 10.02 | 20 mm dia | 950 | Rmt | |
| 20 | 10.03 | 25 mm dia | 1700 | Rmt | |
| 21 | 11 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. | |||
| 22 | 11.01 | 15 mm dia | 2 | Nos. | |
| 23 | 11.02 | 20 mm dia | 1 | Nos. | |
| 24 | 11.03 | 25 mm dia | 2 | Nos. |
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