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| 1 | DAR2018 PIPE LAYING |
| 2 | od1501161/2021_2022 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, inlayers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 3 | od1501172/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement,& testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2 |
| 4 | od1501173/2021_2022 : <br>Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement,& testing of joints complete as per direction of Engineer in Charge. 75 mm dia 10Kgf/cm2 ( 50.18.9.8.1) |
| 5 | od1501174/2021_2022 : :Providing and fixing 20mm- 40SW PVC-U ASTM pipes, including jointing of pipes with<br>one step CPVC solvent cement, & testing of joints complete as per direction of Engineer- in-Charge |
| 6 | od1501175/2021_2022 : :Providing and fixing U-PVC ASTM pipes including jointing of pipes with one step PVC<br>solvent cement, & testing of joints complete as per direction of Engineer- in - charge . 25 mm - 40 SW PVC -<br>ASTM pipe |
| 7 | od1501177/2021_2022 : :Providing and fixing U-PVC pipes includings jointing of pipes with one step PVC<br>solvent cement & testing of joints complete as per direction of Engineer in charge.65 mm-80SW PVC-U<br>ASTM pipe<br> |
| 8 | od1501162/2021_2022 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement,testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 ( 50.18.9.7.1) |
| 9 | od1501163/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2 |
| 10 | od1501165/2021_2022 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement,& testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 |
| 11 | od1501168/2021_2022 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement,& testing of joints complete as per direction of Engineer in Charge.25 mm dia 10KGF/cm2(50.18.9.3.2) Modified without trenching and re-filling |
| 12 | od1502236/2021_2022 : providing street fountains with vertical post by 75 mm PVC pipe 1.20 m long fixing in concrete and connecting the taps in position including all costconveyance etc complete (cost of tap and pipe should be paid seperatetly). |
| 13 | 18.54.2 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gms |
| 14 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 15 | 18.19.5.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreHorizontal |
| 16 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | 51.2.3 : Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade |
| 18 | 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete |
| 19 | od1502365/2021_2022 : Providing and fixing name board of size 120x60cm size with 15mm dia and 2mm thick GI pipe ,0.8mm thick MS sheet 35x35x5mm angle for post errected in concrete of CC 1:2:4 |
