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| 1 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth, for taking out water pipes,without damaging to existing external services water, electric sewage, NFS and PNG gas Line etc in any type soil all as specified and directed by Engr-in-Charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation all as specified and directed by Engr-in-Charge. |
| 3 | Removing excavated material (Soil) not exc 50 mtr and depositing where directed by Engr-in-Charge at a level not exc. 1.5 m above the starting point complete all as specified and directed. |
| 4 | Taking up 200 mm bore, cast iron water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed by Engr-in-Charge. |
| 5 | Taking up,150 mm bore, cast iron /DI/GI MS water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed by Engr-in-Charge. |
| 6 | Taking up,100 mm bore, cast iron /DI /GI /MS water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed by Engr-in-Charge. |
| 7 | S&F in repair/replacement, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed by Engr-in-Charge for 80mm bore of pipe complete all as specified and directed. |
| 8 | S&F in repair/replacement, galvanized, steel water tubes, for 80mm bore of pipe medium grade with all fittings, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engr-in-Charge |
| 9 | Supply, laying, connecting, jointing and testing of DI pipe with Flanged or spigot and socket ends, class K-7 conforming to IS: 8329/2000 suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulpher resistant with a finishing layer of black bitumen coating on external surfaces in any length, laid in trenches complete all as specified and as directed by Engr-in-Charge of the following size 200 mm Bore Spigot and Socket end complete all as specified and directed. |
| 10 | Supply, laying, connecting, jointing and testing of DI pipe with Flanged or spigot and socket ends, class K-7 conforming to IS: 8329/2000 suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulpher resistant with a finishing layer of black bitumen coating on external surfaces in any length, laid in trenches complete all as specified and as directed by Engr-in-Charge of the following size 150 mm Bore Spigot and Socket end complete all as specified and directed. |
| 11 | Supply, laying, connecting, jointing and testing of DI pipe with Flanged or spigot and socket ends, class K-7 conforming to IS: 8329/2000 suitable for (push-on) rubber gasket jointing with centrifugally applied inside cement mortar lining with sulpher resistant with a finishing layer of black bitumen coating on external surfaces in any length, laid in trenches complete all as specified and as directed by Engr-in-Charge of the following size 100 mm Bore Spigot and Socket end complete all as specified and directed. |
| 12 | M&L for horizontal drilling, in any type of soil, using trenchless technology suitable for insertion of pipe upto 100 mm bore CI/DI pipe complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for horizontal drilling, in any type of soil, using trenchless technology suitable for insertion of pipe upto 300 mm bore CI/DI/GI/MS pipe complete all as specified and directed by Engr-in-Charge. |
| 14 | S&F in repair/replacement, in repair, DI fittings, bends, tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces single branch, 'Y' junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs of size , including MS short Pieces or fittings like Tee, bell mouth, enlarger/reducer etc as per site requirement for 100 to 300 mm bore complete all as specified and directed by Engr-in-Charge |
| 15 | S&F in repair/replacement, in repair, Ductile iron sluice/ Gate valve 200 mm dia with flanged ends class PN-1.6 with iron wheel, stainless steel spindle and check nut confirming to IS :780 including all jointing materials such as nuts, bolts, washers and gaskets etc. complete all as specified & directed by Engr-in-Charge . |
| 16 | S&F in repair/replacement, in repair, Ductile iron sluice/Gate valve 150 mm dia with flanged ends class PN-1.6 with iron wheel, stainless steel spindle and check nut confirming to IS :780 including all jointing materials such as nuts, bolts, washers and gaskets etc. complete all as specified & directed by Engr-in-Charge . |
| 17 | S&F in repair/replacement, in repair, Ductile iron sluice valve 100 mm dia with flanged ends class PN-1.6 with iron wheel, stainless steel spindle and check nut confirming to IS :780 including all jointing materials such as nuts, bolts, washers and gaskets etc. complete all as specified & directed by Engr-in-Charge . |
| 18 | S&F, in repair, Ductile iron sluice valve 80 mm dia with flanged ends class PN-1.6 with iron wheel, stainless steel spindle and check nut confirming to IS :780 including all jointing materials such as nuts, bolts, washers and gaskets etc. complete all as specified & directed . |
| 19 | Demolition of existing valve pit and M&L for construction of valve pit consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 2 mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc. complete all as specified and directed by Engr-in-Charge for the following sizes:-(a) 1350mm x 1000mm x 1200mm |
| 20 | Demolition of existing valve pit and M&L for construction of valve pit consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 2 mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc. complete all as specified and directed by Engr-in-Charge for the following sizes:-(b) More Than 2000mm x 1800 mm x 1200mm |
| 21 | Demolition of existing valve pit and M&L for construction of valve pit consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 2 mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc. complete all as specified and directed by Engr-in-Charge for the following sizes:-(c) 1500 mm x 1200mm x 1000mm |
| 22 | S&F, DI air release valve with two air outlets 40mm dia bore including necessary nut bolts and gasket for inserting in 80mm bore pipe complete all as specified and directed. |
| 23 | S&F,DI air release valve with two air outlets 50mm dia bore including necessary nut bolts and gasket for inserting in 100mm bore pipe complete all as specified and directed. |
| 24 | S&F, 150mm bore, Ductile iron, reflux valve (non return valve) with flanged ended with rubber gasket and nut bolts complete all as specified and directed. |
| 25 | S&F, in repair, 100mm bore, Ductile iron, reflux valve (non return valve) with flanged ended with rubber gasket and nut bolts complete all as specified and directed. |
| 26 | Excavating in trenches By Mechanical Exacvator not exceeding 1.5m wide and not exceeding 1.5 m in depth, for taking out water pipes, without damaging to existing external services water, electric sewage and PNG gas Line etc in all kind of soil all as specified and directed by Engr-in-Charge. |
| 27 | Excavating in trenches By Mechanical Exacvator not exceeding 1.5m wide and but exceeding 1.5 m in depth, for taking out water pipes,without damaging to existing external services water, electric sewage and PNG gas Line etc in all kind of soil all as specified and directed by Engr-in-Charge. |
| 28 | M&L for PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) for foundation of pole/ Paving/drain etc complete all as specified and directed. |
| 29 | M&L for PCC (1:2:4) type B-1 (Using 20 mm graded crushed stone aggregate) as in coping/benching including wheathing slightly chamfered on edge and finishes exposed surfaces even smooth without using extra cement including necessary form work complete all as specified and directed at site. Please Enable Macros to View BoQ information |
