ADDN ALTN TO EXISTING RCC CULVERT NEAR BUDDHA GARDEN AND SPECIAL REPAIR REPLACEMENT OLD UNSERVICABLE CI GI DI PIPE LINES AT PMS

Demolition of brick work built in cement mortar or cement lime mortar incl all quoins, arches pillars etc and removal of the rubbish off the premises all as specified and directed.

Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) and removal of the rubbish off the premises all as specified and directed.

Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises all as specified and directed.

M&L PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in foundation of pillar complete all as specified

M & L for cement concrete type B-0 1:2:4 (using 12.5mm graded crushed stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified.

M&L for Reinforced cement concrete M-25 design mix using 20mm graded crushed stone aggregate as in slab supported on wall, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all a spd and directed.

M&L for Reinforced cement concrete M-25 design mix using 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as spd and directed.

M&L for flyash brick work with old size sub class ‘B’ bricks straight curved on plan exceeding 6 meter mean radius for drain works built in CM 1:4 complete all as spd and directed.

All as per BOQ item No 8.00 here-in-before but except bricks (serviceable bricks obtained from demolition shall be reused) complete all as specified.

M&L for flyash brick work with old size sub class ‘B’ bricks straight curved on plan exceeding 6 meter mean radius for drain works built in CM 1:6 complete all as spd and directed.

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter

M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface of concrete Complete all as specified and directed.

M&L TMT mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as spd and directed.

M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed wth water proofing compound admixture (if directed) as per manufacturer's instruction, complete all as specified and directed. Note :- WPC will measuered and paid separatly under relevant item of schedule.

M&L for Rendering 10 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed wth water proofing compound admixture (if directed) as per manufacturer's instruction, complete all as specified and directed. Note :- WPC will measuered and paid separatly under relevant item of schedule.

S&F 600mm dia reinforced concrete pipes , class NP2 laid and jointed for drain complete all as spd and directed.

Material and labour for cement concrete bed to drain pipe for 600mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed.

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 soil Note : 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.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft/loose soil.

Removing excavated material ( Soil) n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point.

Taking up CI/DI water main (incl all fitting) with spigot & socket ends and lead joints incl burning out & recovering lead (in case of CI pipe) from pipe of 80 mm bore for relaying / rerouting of serviceable pipe complete all as directed.

All as per BOQ Item No 21.00 here-in- above but for 100 mm bore. Pipe

All as per BOQ Item No 21.00 here-in- above but for 150 mm bore. Pipe

All as per BOQ Item No 21.00 here-in- above but for 200 mm bore. Pipe

Re-laying, jointing & testing cast iron pipes 80 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, jointing and jointing materials shall be measured and paid separately)

Re-laying, jointing & testing cast iron 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, jointing and jointing materials shall be measured and paid separately)

Re-laying, jointing & testing cast iron 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, jointing and jointing materials shall be measured and paid separately)

Re-laying, jointing & testing cast iron pipes 200 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, jointing and jointing materials shall be measured and paid separately)

Re-laying, jointing & testing DI pipes 80 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)

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)

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)

Re-laying, jointing & testing DI pipes 200 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)

Material and labour for run lead joints for connecting of the CI pipes of 80 mm dia of pipe complete all as specified and directed.

Material and labour for run lead joints for connecting of the CI pipes of 100 mm dia of pipe complete all as specified and directed.

Material and labour for run lead joints for connecting of the CI pipes of 150 mm dia of pipe complete all as specified and directed.

Material and labour for run lead joints for connecting of the CI pipes of 200 mm dia of pipe complete all as specified and directed.

M&L for cast iron fittings for spigot & socket cast 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 size up to 300 mm bore.

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, 80 mm bore laid in trenches.

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 trenches.

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 trenches.

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.

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.

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.

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.

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.

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

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

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

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

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.

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.

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.

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.

or 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.

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.

M&L PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in foundation of pillar complete all as directed.

M&L PCC (1:2:4) type B-0 (using 12.5 mm graded crushed stone aggregate) as in coping on brick f pillar and like complete all as directed.

M&L brick work in cum (1:6) as brick pillar for testing of CI pipe line complete all as directed.

M&L 10 mm thick cement plaster in cum (1:6) on brick surface fair and even complete all as directed

Fixing only sluice valve for 80mm bore of pipes with flanged ends, any pattern, fixed in repairs, both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified complete all as directed. Note : Sluice Valve will be issued under Sch B free for fixing only.

Fixing only sluice valve for 100mm bore of pipes with flanged ends, any pattern, fixed in repairs, both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified complete all as directed. Note : Sluice Valve will be issued under Sch B free for fixing only.

Fixing only sluice valve for 150mm bore of pipes with flanged ends, any pattern, fixed in repairs, both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified complete all as directed. Note : Sluice Valve will be issued under Sch B free for fixing only.

Fixing only sluice valve for 200mm bore of pipes with flanged ends, any pattern, fixed in repairs, both ends flanged complete with 2 Nos rubber insertion gasket joints, nuts, bolts & washers of required size & Nos complete all as specified complete all as directed. Note : Sluice Valve will be issued under Sch B free for fixing only.

Fixing only gate valve for 50mm bore of pipes , any pattern, fixed in repairs complete all as directed. Note : Gate Valve will be issued under Sch B free for fixing only.

Fixing only gate valve for 40mm bore of pipes , any pattern, fixed in repairs complete all as directed. Note : Gate Valve will be issued under Sch B free for fixing only.

Fixing only gate valve for 25mm bore of pipes , any pattern, fixed in repairs complete all as directed. Note : Gate Valve will be issued under Sch B free for fixing only.

Fixing only gate valve for 20mm bore of pipes , any pattern, fixed in repairs complete all as directed. Note : Gate Valve will be issued under Sch B free for fixing only.

Fixing only straight plain brass ferrules for 20mm bore of pipes , any pattern, fixed in repairs complete all as directed. Note : Gate Valve will be issued under Sch B free for fixing only.