SPECIAL REPAIR TO UNSERVICEABLE BER WATER SUPPLY

Amount

Excavation in trenches, n. exc 1.5 m wide and n.exc 1.5 m in depth for foundation,laying pipe line etc not exceeding 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and as directed by Engr-in-Charge.

Excavation in trenches, n. exc 1.5 m wide and exc 1.5 m and n.exc 3mtr in depth for for foundation,laying pipe line etc not exceeding 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and as directed by Engr-in-Charge.

Returning, filling of soil including spreading leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed by the Engr-in-Charge.

Removal of excavated material at a distance not exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified

M&L Cutting of Road/ PCC/ Hard standing, flooring etc n.exc 60cm width and up to depth of 1.5 mtr and making good the surface as per existing specifications including removal of debris to a distance not exc 50 M complete all as specified and directed.

M&L Cutting of GI/ CI existing pipe line in of 40mm bore size for insert new tee branches etc in position complete all as specified and as directed by Engr in Charge .

M&L Cutting of GI/ CI existing pipe line in of 50mm bore size for insert new tee branches etc in position complete all as specified and as directed by Engr in Charge .

M&L Cutting of GI/ CI existing pipe line in of 80mm bore size for insert new tee branches etc in position complete all as specified and as directed by Engr in Charge .

M&L Cutting of GI/ CI existing pipe line in of 100mm bore size for insert new tee branches etc in position complete all as specified and directed.

M&L Cutting of GI/ CI existing pipe line in of 150mm bore size for insert new tee branches etc in position complete all as specified and directed.

Dismantling and taking out unserviceable 20mm bore GI tubing from trenches, wall etc complete all as specified

Dismantling and taking out unserviceable 25mm bore GI tubing from trenches, wall etc complete all as specified

Dismantling and taking out unserviceable 40/ 50 mm bore GI tubing from trenches, wall etc complete all as specified

Dismantling and taking out unserviceable 80mm bore ductile iron pipe / GI pipe from trenches, wall etc complete all as specified

Dismantling and taking out unserviceable 100mm bore ductile iron pipe / GI pipe from trenches, wall etc complete all as specified

Dismantling and taking out unserviceable 150mm bore ductile iron pipe from trenches, wall etc complete all as specified

Supply and Laying 20mm bore GI tubing medium grade ISI marked in trenches / walls etc with GI fittings and connecting to existing water main pipe line complete all as specified and as directed by Engr in Charge

Supply and Laying 25mm bore GI tubing medium grade ISI marked in trenches / walls etc with GI fittings and connecting to existing water main complete all as specified and as directed by Engr in Charge

Supply and Laying 40mm bore GI tubing medium grade ISI marked in trenches / walls etc with GI fittings and connecting to existing water main pipe line complete all as specified and as directed by Engr in Charge

Supply and Laying 50mm bore GI tubing medium grade ISI marked in trenches / walls etc with GI fittings and connecting to existing water main pipe line complete all as specified and as directed by Engr in Charge

Supply & laying 80mm bore ductile iron Socket and Spigot pipe, Class K-7 Pipes having inside cement mortar lining and Outside Zinc Coating followed by Bitumen Coat complete all as specified and directed. Note : (a) Contractor has to maintain every day regular water supply after completion of each day work (b) Joints, fittings and excavation earth work shall be measured and paid for separately.

M&L CI fittings for spigot and socket pipes such as bends (any radius and any angle) tapers any type, straight, bend increasing decreasing or double socket etc tee pieces, single branch, junction, double branch, cross, all sockets and spigot and socket caps, collars and plug upto 150 mm bore complete all as specified and directed.

M&L Run lead joint complete with spun yarn for up to 150 mm bore pipe all as specified

M&L Caulking the lead joints of CI pipes with spigot and socket end of bore 80mm with the help of caulking tools including tightening of lead wool including retrieving old lead Note : Excavation will be measured separately and the cost of lead wool is deemed to be included in the job complete all as specified and directed.

M&L Caulking the lead joints of CI pipes with spigot and socket end of bore 100mm with the help of caulking tools including tightening of lead wool including retrieving old lead Note : Excavation will be measured separately and the cost of lead wool is deemed to be included in the job complete all as specified and directed.

M&L Caulking the lead joints of CI pipes with spigot and socket end of bore 150mm with the help of caulking tools including tightening of lead wool including retrieving old lead Note : Excavation will be measured separately and the cost of lead wool is deemed to be included in the job complete all as specified and directed.

M&L Repairs to existing valve pits of any size with new plastering 10mm thick in CM 1:4 and PCC 1:2:4 type B-1 as in coping including providing new MS sheet fixed on MS frame angle iron 40x40x6mm thick with 04 Nos hold fixed made out of flat iron 30x3x3mm long with hinges and locking arrangement and painting of MS work with a coat of synthetic enamel paint over red oxide primer complete all as specified and directed by Engr-in-Charge.

Supply & laying 100mm bore ductile iron Socket and Spigot pipe, Class K-7 Pipes having inside cement mortar lining and outside Zinc Coating followed by Bitumen Coat complete all as specified and directed. Note : Contractor shall maintain everyday regular water supply after completion of each day work

Supply & laying 150mm bore ductile iron Socket and Spigot pipe, Class K-7 Pipes having inside cement mortar lining and outside Zinc Coating followed by Bitumen Coat complete all as specified and directed. Note : Contractor shall maintain everyday regular water supply after completion of each day work

M&L DI fittings for spigot and socket pipes such as bends (any radius and any angle) tapers any type, straight, bend increasing decreasing or double socket etc tee pieces, single branch, junction, double branch, cross, all sockets and spigot and socket caps, collars and plug upto 150 mm bore complete all as specified and directed.

S&F Sluice valve, 80mm bore flanged type of class 1.6 PN includes rubber packing and nuts and bolts required complete including taking down old unserviceable valve all as specified

S&F Sluice valve, 100mm bore flanged type of class 1.6 PN includes rubber packing and nuts and bolts required complete including taking down old unserviceable valve all as specified

S&F Sluice valve, 150mm bore flanged type of class 1.6 PN includes rubber packing and nuts and bolts required complete including taking down old unserviceable valve all as specified

Refixing of 80mm bore sluice valve obtained from dismantling from existing pipe line of flanged type of any class Including rubber packing and nuts and bolts required as per site requirement complete all as specified

Refixing of 100mm bore sluice valve obtained from dismantling from existing pipe line of flanged type of any class Including rubber packing and nuts and bolts required as per site requirement complete all as specified

Refixing of 150mm bore sluice valve obtained from dismantling from existing pipe line of flanged type of any class Including rubber packing and nuts and bolts required as per site requirement complete all as specified

S&F 20mm bore Stop valve brass screwed down to iron pipe including taking down gate valve / stop valve complete all as specified

S&F 25mm bore Stop valve brass screwed down to iron pipe including taking down gate valve / stop valve complete all as specified

S&F 40mm bore Stop valve brass screwed down to iron pipe including taking down gate valve / stop valve complete all as specified

S&F 50mm bore Stop valve brass screwed down to iron pipe including taking down gate valve / stop valve complete all as specified

M&L Valve chamber with brick masonry of size 1050mmx750mmx1000mm including Iron frame of size 50x50x5mm ,MS sheet for cover of size 3 mm and flat angle iron of size 25x 3 mm and locking arrangement complete all as per TD Drawing No : CEAA/TD/57 and as specified

M&L Valve chamber with brick masonry of size 450mmx450mmx600mm including Iron frame of size 50x50x5mm ,MS sheet for cover of size 3 mm and flat angle iron of size 25x 3 mm and locking arrangement complete all as specified

M&L Rubber Gasket Tyton Rubber ring as per IS :5382 suitable for 80mm DI pipes /CI pipes complete all as specified

M&L Rubber Gasket Tyton Rubber ring as per IS :5382 suitable for 100mm DI pipes /CI pipes complete all as specified

M&L Rubber Gasket Tyton Rubber ring as per IS :5382 suitable for 150mm DI pipes /CI pipes complete all as specified

M&L Drilling and tapping CI/ DI water mains for branch connection of the internal dia of 25 mm bore on Existing of CI/ DI Pipe line complete all as specified

S&F 25mm bore Elbows ferrules brass both ends screwed and fixed complete all as specified

M&L Cutting of hard standing for laying of GI pipe complete and making good to the disturbed surface by using PCC 1:3:6 Type C1 (using 20mm graded aggregate) up to the depth of soil complete all as specified and directed.

Taking down / lifting of LT pole of any type up to 9 m long (Security Light ) after disconnecting the necessary cable connection, remove security light fitting, PVC wire, PVC control box, GI bracket etc carefully from existing position and erection the same pole on adjacent place not more than 10 mtr including re fixing the complete controls and light fitting connection and testing complete all as specified by engineer in charge. Note : Excavation PCC work and coping measured and paid separately.

M & L PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) for foundation of the pole complete all as specified and directed.

M & L PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in coping of the pole including necessary form work complete all as specified and directed.

Supplying and laying LT cable XLPE insulated, screened, PVC bedded, galvanised steel strip armoured, electric power cables (heavy duty) with aluminium conductor through pipes, induct/ wall/ under roads/trenches, 1100 volt grade of size 25 Sqmm 4 core including testing complete all as specified and directed by Engineer - in - Charge.

M & L Boring of holes under road, pavement, hard standing by trenchless technology using Pipeline laying Horizontal Directional Drilling Technique, without casing pipe for insertion of Pipe up to 150 mm complete by Horizontal Directional MACHINE all as specified and as directed.

SHISHODIA ENTERPRISES

THE SHIVAM ENTERPRISES

Sukhi Electricals