Irrigation And Public Health Department has published Improvement / Remodelling Of Various Fis Under Jal Shakti Sub Division Bhaderwar In Tehsil Sarkaghat Distt. Mandi Hp. ( Phase-1, Fis Pingla ) ( Sh:-C / O Pucca Main Channel From Rd 0 To 205, 275To 480, 2610 To 5110 = 2910, C / O Rcc Super Passage 5Nos.. Submission Date for this Tender is 12-05-2022. Road Work Tenders in sarkaghat Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-May-2022 | Corrigendum | Date | 12-05-2022 |
| Sl. No. | Item Description |
| 1 | Excavationin foundation, trenches etc. in all kinds of soil such as pick work jumper work, blasting work in soft/hard rock, chiselling in soft/hard rock including wedging out upto all lift, stacking the excavated soil upto all lead clear from the edge of excavation and then returning the stacked soil in 15cm layers when requaired into plinths, sides offoundation etc. consolidating each deposited layer by ramming and watering and thendisposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. |
| 2 | Excavation in drains and channel etc. in earth work including dressing of sides, beds anddisposing ofexcavated earth upto alead of 20 mtrs. Lift upto 1.50 mtrs.Disposed earth to be levelled and neatly dressed in pick work complete as per direction and entire satisfaction of the Engtineer-in-charge. |
| 3 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation andplinth. Up to all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs andremoval of the same for insitu-reinforced concrete and plain concrete work in :- |
| 5 | Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 6 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 7 | Providing of Tor steel reinforcement for RCC work includingbending ,binding and placing inposition complete upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto alllead and lifts. |
| 8 | Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinthin all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Providing and laying cement concrete1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforcement concrete work in :- |
| 10 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 11 | Walls any thicknessbut not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 12 | Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumersand cantileversupto two level all floor level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge. |
| 13 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 14 | Boulder filling behindretaining wallas per direction and to the entire satisfaction of Engineer-in-charge. |
| 15 | Dressing of bed and preparation of sub grade in pick work complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 16 | Dressing of side slopeandpreparation of subgradefor liningin pick work complete as per direction and to theentire satiscation of Engineer-in-charge. |
| 17 | Cement concrete lining 15cm thick or less for Irrigation channel using cement concrete 1:3:6 (1 cement :3 sand:6 graded stone agg.20mm nominal size) curing completewith hand mixed concretge lining in bed complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 18 | Hand mixed concrete lining in Bed. |
| 19 | Hand mixed concrete lining in side slope. |
| 20 | Extra allowances for form work in channel lining on side slope complete as per direction and to the entire satisfaction ofEngineer-in-charge. |
| 21 | Demolition above G.L upto floor two level including disposal of unserviceable materials within 20 metres lead. Un- reinforced cement concrete up to 15 cm. thickness. |
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