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| 1 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 2 | Returning, filling in, including spreading, leveling, watering & well ramming in layers n. exc 25 cm thick complete all as specified and directed. |
| 3 | Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. |
| 4 | Taking up CI/DI water main (incl all fitting) with spigot & socket ends and lead joints incl burning out & recovering lead from pipe of 100 mm bore for relaying / rerouting of serviceable pipe after cleaning complete all as specified and directed. |
| 5 | Taking up CI/DI water main (incl all fitting) with spigot & socket ends and lead joints incl burning out & recovering lead from pipe of 150 mm bore for relaying / rerouting of serviceable pipe after cleaning complete all as specified and directed. |
| 6 | Re-laying, jointing & testing DI pipes 100 mm bore with spigot and socket ends after cleaning internal surface of serviceable pipes by using of wire brush and cleaning thoroughtly with fresh water and taking out mud/soft deposited inside the pipes (fittings shall be measured and paid separately) complete all as specified and directed. |
| 7 | Re-laying, jointing & testing DI pipes 150 mm bore with spigot and socket ends after cleaning internal surface of serviceable pipes by using of wire brush and cleaning thoroughtly with fresh water and taking out mud/soft deposited inside the pipes (fittings shall be measured and paid separately) complete all as specified and directed. |
| 8 | Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with spigot and socket ends, centrifugally cast, class K-7, with cement mortar lining in inner side as per IS:8329 and other relevant standards and metalic zinc coating followed by a finishing layer of epoxy paint in outer side, suitable for push on joint(rubber gasket joint) in any length with inside cement mortar lining, 100 mm bore laid in trenchesNote:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 9 | Supply, Laying, jointing & testing of Ductile iron (DI), pressure pipes with spigot and socket ends, centrifugally cast, class K-7, with cement mortar lining in inner side as per IS:8329 and other relevant standards and metalic zinc coating followed by a finishing layer of epoxy paint in outer side, suitable for push on joint(rubber gasket joint) in any length with inside cement mortar lining, 150 mm bore laid in trenchesNote:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 10 | Taking up or down of old 80 mm bore galvanised steel water tubing medium grade from walls, floors or trenches etc including all fitting cleaning of serviceable pipe and segregating for re-use and removing unserviceable pipes from site of work complete all as specified and directed by Engr-in-Charge. |
| 11 | Taking up or down of old 50 mm bore galvanised steel water tubing medium grade from walls, floors or trenches etc including all fitting cleaning of serviceable pipe and segregating for re-use and removing unserviceable pipes from site of work complete all as specified and directed by Engr-in-Charge. |
| 12 | Taking up or down of old 40 mm bore galvanised steel water tubing medium grade from walls, floors or trenches etc including all fitting cleaning of serviceable pipe and segregating for re-use and removing unserviceable pipes from site of work complete all as specified and directed by Engr-in-Charge. |
| 13 | Taking up or down of old 25 mm bore galvanised steel water tubing medium grade from walls, floors or trenches etc including all fitting cleaning of serviceable pipe and segregating for re-use and removing unserviceable pipes from site of work complete all as specified and directed by Engr-in-Charge. |
| 14 | Taking up or down of old 20 mm bore galvanised steel water tubing medium grade from walls, floors or trenches etc including all fitting cleaning of serviceable pipe and segregating for re-use and removing unserviceable pipes from site of work complete all as specified and directed by Engr-in-Charge. |
| 15 | Fixing/laying only 80 mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed |
| 16 | Fixing/laying only 50 mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed. |
| 17 | Fixing/laying only 40 mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed. |
| 18 | Fixing/laying only 25 mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed. |
| 19 | Fixing/laying only 20 mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed. |
| 20 | Material and labour for laying of GI tubing 80 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . (ii) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 21 | Material and labour for laying of GI tubing 50 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . (ii) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 22 | Material and labour for laying of GI tubing 40 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . (ii) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 23 | Material and labour for laying of GI tubing 25 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . (ii) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment. |
| 24 | Material and labour for laying of GI tubing 20 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note:(i) Union or long screw have to provided at starting / end point of jointing pipe line . (ii) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 25 | Taking up or down PVC pipe upto 50mm bore and connection including cleaning for relaying or removal to store from trenches/wall surfaces complete all as directed. |
| 26 | Relaying/re-fixing PVC pipe upto 50mm bore in floor/pillar/wall in new or old position including fitting complete all as directed |
| 27 | Supply and laying of UPVC pipes 50 mm outer dia, Sch-40 with all fittings (brass inside the fittings) and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 28 | Supply and laying of UPVC pipes 40 mm outer dia, Sch-40 with all fittings (brass inside the fittings) and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 29 | Supply and laying of UPVC pipes 20 mm outer dia, Sch-40 with all fittings (brass inside the fittings) and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 30 | Supply and laying of UPVC pipes 25 mm outer dia, Sch-40 with all fittings (brass inside the fittings) and fixed complete to walls and ceiling or laid in floors complete all as specified and directed. |
| 31 | S&F in repairs ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed to 40 mm bore pipe complete. |
| 32 | S&F in repairs ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed to 50 mm bore pipe complete. |
| 33 | S&F in repairs ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed to 20 mm bore pipe complete. |
| 34 | S&F in repairs ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed to 25 mm bore pipe complete. |
| 35 | Material and labour for ductile iron fittings for spigot & socket ductile iron pipes such as bends (any type, radius and angle), taper 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, cap and plug suitable for push on joints size up to 200 mm bore. |
| 36 | S&F in repairs CI sluice valve of size 100 mm bore with stainless steel spindle and cast iron hand wheel complying with IS:14846-2000, class PN 1.6 both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified :-Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 37 | S&F in repairs CI sluice valve of size 150 mm bore with stainless steel spindle and cast iron hand wheel complying with IS:14846-2000, class PN 1.6 both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified :-Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 38 | Supply, fixing and testing CI Reflux/ Non Return valve single door pattern with flanged ends PN-1.0 confirming to IS: 5312, ISI marked of size 150 mm dia bore with bypass arrange ment including all fixing accessoriestype Cast iron flanged end with nuts, rubber gasket, bolts (full threaded), nuts & washers complete all as directed: Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 39 | S&F in repairs 50 mm bore gate valve gum metal class-II screwed down high pressure with clutch handle screwed both ends for Iron pipe including taking out of old unserviceable gate valve complete all as directed. Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 40 | S&F in repairs 40 mm bore gate valve gum metal class-II screwed down high pressure with clutch handle screwed both ends for Iron pipe including taking out of old unserviceable gate valve complete all as directed. Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 41 | S&F in repairs 25 mm bore gate valve gum metal class-II screwed down high pressure with clutch handle screwed both ends for Iron pipe including taking out of old unserviceable gate valve complete all as directed. Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 42 | S&F in repairs 20 mm bore gate valve gum metal class-II screwed down high pressure with clutch handle screwed both ends for Iron pipe including taking out of old unserviceable gate valve complete all as directed. Note:(i) Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment, to the Engr-in-Charge |
| 43 | S&F in repairs straight plain brass ferrules (or connecting screws) screwed bolt ends of size upto 25 mm bore Pipe complete all as directed |
| 44 | M&L PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in foundation of pillar complete all as directed. |
| 45 | M&L PCC (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) as in coping on brick machinary on of pillar and like complete all as directed. |
| 46 | M&L for Mechanical joint for jointing of DI pipe of size 100mm including excavation at site all as specified and directed. |
| 47 | M&L for Mechanical joint for jointing of DI pipe of size 150mm including excavation at site all as specified and directed . |
| 48 | M&L for brick massonary valve pit with brick in CM (1:6) with 100mm thick PCC work 1:3:6 type C2 from fundation over 75mm thick hard core, sub class B brick full brick thick wall, 15mm thick internal and external plaster at bottom of the pit of size 900x900x900 mm along with valve pit cover made out MS angle iron 50mm x 50mm x 6mm frame work, , MS platecover made out of 3.15mm thick with locking arrangment fixed over the valve pit including a coat of synthetic enamel paint over a coat of red oxide primer complete including necessary frame work welding, drilling etc all as directed by Engr-in-Charge. |
| 49 | M&L for brick massonary valve pit with brick in CM (1:6) with 100mm thick PCC work 1:3:6 type C2 from fundation over 75mm thick hard core, sub class B brick full brick thick wall, 15mm thick internal and external plaster at bottom of the pit of size 1200x1200x900 mm along with valve pit cover made out MS angle iron 50mm x 50mm x 6mm frame work, , MS platecover made out of 3.15mm thick with locking arrangment fixed over the valve pit including a coat of synthetic enamel paint over a coat of red oxide primer complete including necessary frame work welding, drilling etc all as directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
