Public Health Engineering Department-PHED has published Improvement Of Water Supply Inkaran Bagh Basti And Upper Gadigarh Areas By Way Of Laying And Fitting Of Gi Pipe Including Replacement Of Sluice Valve Ward No 73 Under Jmc Capex..Workno2 Providing And Fitting Of Gi Pipe Distribution Line From Govt. High Sc. Submission Date for this Tender is 18-07-2023. Water Supply Tenders in jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismentling manually/ mechanically including stacking of serviceable material and disposal ofunserviceable material within 50 meters lead as per direction of Engineer-in-charge. Bituminious road.(Work No 1= 120 sqm, Work No 2 = 52.52 Sqm = 172.50 sqm. |
| 2 | Earth work in excavation by mannual means in trenches for foundations, drains, pipes cables etc.(not exceeding 1.5 mtrsin width) and for shafts, wells, cesspits and the likenot exceeding 10 sqm on plan, depth upto1.5 M including disposalexcavated earthupto 1 Mt from cutting edge,disposal earth is to be levelled and neatly dressed in all kinds of soil. (Work No 1 =78.25 cum . Work No 2 = 54. cumWork No 3 = 3cum, Work No 4= 15cum = 150.75 cum) |
| 3 | Providing and fixing of GI pipes complete with GI fitting excluding trenches andrefilling etc. (external work)150 mm dia (Work No 3 = 12.50 Mtrs |
| 4 | Providing and fixing of GI pipes complete with GI fitting excluding trenches andrefilling etc. (external work)80 mm dia (Work No 1 = 62.50 Mtr Work No 4 = 50 Mtr= 112.50 Mtr) |
| 5 | Providing and fixing of GI pipes complete with GI fitting excluding trenches andrefilling etc. (external work)65 mm dia (Work No 1 = 200 Mtrs |
| 6 | Providing and fixing of GI pipes complete with GI fitting excluding trenches andrefilling etc. (external work)50 mm diaWork No 2 = 105 Mtr |
| 7 | Providing and fixing of GI pipes complete with GI fitting excluding trenches andrefilling etc. (external work)40 mm diaWork No 2 = 90 Mtr |
| 8 | welding including transportation plant at site etc.complete by electric plant. Work No 1=2195 cm ,, Work No 3= 3050 , Work No 4 = 100 CM=6245 cm |
| 9 | Making connection of GI Distribution branch with GI main of following sizes by providing and fixing TEE including cutting and threading the pipes etc. Complete 25 mm to 40 mm nominal bore. (Work No 1 = 15 Nos, Work No 2 = 10 NosWork No 4 = 10 Nos = 35 Nos |
| 10 | Providing and fixing of CI sluice valves (with cap) complete with bolts, nuts, rubber inserations etc. (the tail piece if required will be paid separately).150 mm class II (Woerk No 1=1 Nos , Work No 3 = 10 Nos = 11 Nos |
| 11 | Dismentling of tile work in floors and roofs laid in cementmortar inclkuding stacking material within 50 meters lead for tickness of tiles above 25 mm and upto 40 mm. Work No 1 = 37.5 sqm . Work No 2 = 31.50 cum, Work No 4 = 25 sqm = 94 sqm |
| 12 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) Work No 2= 5.17 |
| 13 | Dismentalling of cement concrete manually/ mechanically including disposal of material (1:3:6) (Work No 2 = 5.175 cum. Work No 4 = 2.5 cum = 7.675 cum |
| 14 | Chequred (precast) cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry ,mixed with pigement to match the shade of tilesd including rubbing cleaning and curing complete on 20 mm thick of cement mortar 1;4(1 cement; 4 coarse sand) excluding cost of tiles ordinary cement (old) Work No 1 = 31.50 cum , Work No 2= 31.50 cum,Work No 4 = 25 cum = 86.50 cum |
| 15 | Chequred (precast) cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry ,fixed with pigement to match the shade of tilesd including rubbing cleaning and curing complete on 20 mm thick of cement mortar 1;4(1 cement; 4 coarse sand) excluding cost of tiles ordinary cementwithout any pigment.,(New ) Work No 1 = 7.50 cum |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc.inLayers not exceeding 20 cms in depth and lead uptoWork No 1 = 70.87 Cum , Work No 2 = 48.60 cm, Work No 3 = 2.70 cum Work No 4= 13.50cum =135.67 cum |
| 17 | Carriage of sand and stone aggregate avererge distance of 10 KM by MT |
| 18 | Disposal of mulba 10 KM by Mechanical Transport. (Work No 1 = 7.87cum , Work No 2 = 10.57cumWork No 4 = 1.50 cum = 19.94cum) |
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