Providing House to house tap connection in Village Malahri Dini Khas and Gadrana under JJM

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing, laying cement concrete 1:6:12(1cement:6sand:12graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

R.R. masonary/polygonal rubble masonary (uncoured/brought to course) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12 graded stone agregate 20mm nominal size) at plinth level in cement mortar (1:6) 1 cement 6 sand.

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain

Flat surfaces such as soffits of suspended floor roofs landing & line floor upto upto 200mm thickness complete in all respect within all leads and lifts as per the directions of the Engineer-in-Charge..

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

Edge of slab and break in floor 20 cm wide

Providing and laying cement concrete work 1:2:4 (1cement:2sand:4graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

In suspended floor roofs landing shelves and their support balconies, beams, girders bressumers cantilevers upto floor two level.

Ist class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per the direction of the Engineer-in-Charge.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand) conventional brick first class

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed

Profile-A.

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Providing and fixing anodized aiuminium tower bolts barrel type with screws etc. complete 200mmx10mm

Providing and fixing anodized aluminium handles with screws etc. complete 100mm dia

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing MS hooks and eyes with screws etc. complete 150mm dia

Providing fixing glass panes with putty and nails including removal of broken glass pones whereever necessary (Plain glass 4mm thick)

6mm thick cement plaster in CM 1:3 (1cement:3sand) in roofs slabs

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

20 mm thick cement plaster on rough sides of brick/stone masonery concrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

Pointing on brick work with cement mortar 1:3 (1cement:3sand) complete in all respect within all leads and lifts as per the direction of the Engineer-in-Charge. (Cut pointing)

Precast terrazo tiles 20m thick (with marble chipsof specified shadeand of specified laid in floor treads of steps and landingon bed on10mm thick cement plaster 1:6 (1cement6sand) jointed withneat cement slurry mixed with pigment to match the shade within all leads and lifts as per the direction of the Engineer-in-Charge.

Providing and fixing brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-Charge.

Providing and fixing on wall face CI rain water pipe including fitting the joints with spun yarn and cement 1:2 (1cement:2sand) 100mm dia within all leads and lifts and as directed by the Engineer-in-Charge.

Providing and fixing MS holder bat clamps of approved design to CI or SCI pipes embedded in and including cement blocks 10x10x10cm of 1:2:4 mix (1cement:2sand:4graded stone aggregate 20mm size and cost of cutting holes and mix good the wall etc. 100mm dia within all leads and lifts and as directed by the Engineer-in-Charge.

Providing and fixing on wall faces CI accessories for rain water pipes including fitting the joints with spun yarn socked in neat cement sullry and cement mortar 1:2 (1cement:2sand) 100mm dia within all leads and lifts and as directed by the Engineer-in-Charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

White washing with lime on undecorated wall surfaces (two coats) to give an even shade i/c thoroughly brooming the surface to remove all dust direct and other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping a

Hirmachi colour wash on undecorated wall surfaces (two coats) to give an even shade i/c thoroughly brooming the surface to remove all dust dirt and other foreign matter

Cement washing with port land cement slurry on undecorated wall surfaces (one coat) to give a smooth bodied opaque finish i/c thoroughly brooming the surface to remove all dust dirt and other foreign matter.

Applying priming coat over new steel and other metal surface after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushed fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead, Red oxide/zinc oxide chrome as per the satisfaction of the Engineer-in-Charge.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with ready mixed paint acid resisting brushing to give an even shade including cleaning of all dirt, dust and other foreign matter as per the satisfaction of the Engineer-in-Charge.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter.

Painting two coats (excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give an even shade including cleaning cleaning all dirt, dust and other foreign matter white

Providing Tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete upto flloor two level complete in all respect within all leads and lifts as per the direction of the Engineer-in-Charge

Providing and fixing MS fan clamps type-1 of 16mm dia MS barbent to shape with hooked ends in RCC slabs during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per the direction of the Engineer-in-Charge.

Providing, laying cement concrete 1:4:8(1cement:4sand:8graded stone agg., 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinths complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up sections, trusses and framed work,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint in joints handles and angles tees flates with connection plates of angles sheets in main and cross cleats hip and jack rafter purline connected to common rafter and the like within all leads and lifts as per the direction of the Engineer-in-Charge.

Steel work in single section 65x65x6mm including cutting hoisting fixing in position and applying priming coat in RS joints within all leads and lifts as per direction of the Engineer-in-Charge.

Supply and fixing galvanised steel barbed wire (IS 278-1962-type-I) weighting 9.38kg. Per 100mtr. (minimum) straining and fixing to any type of standard rails, straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed posts and struts of wood concrete, steel etc. and straining bolt shall be paid for separately) complete in all respect within all leads and lifts as per direction of the Engineer-in-Charge.

Construction of RCC Collection tank 65000 ltr cap., with 1.00mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 125 mm dia Outlet pipe - 125 mm dia Scour pipe - 125 mm dia

Construction of RCC over head tank 260000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 125 mm dia Outlet pipe -125 mm dia Scour pipe -125 mm dia

Construction of RCC over head tank 65000 ltr cap., bottom of slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 50 mm dia Outlet pipe - 50 mm dia Scour pipe -50 mm dia

Construction of RCC over ground tank 40000 ltr cap.,with 5.00mtr. stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over ground reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 80 mm dia Outlet pipe - 80 mm dia Scour pipe -80 mm dia

Construction of RCC over head tank 30000 ltr cap.,with 5.00mtr. stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over ground reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 50 mm dia Outlet pipe - 50 mm dia Scour pipe -50 mm dia

Construction of RCC over head tank 30000 ltr cap., with 5.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 50 mm dia Outlet pipe - 50 mm dia Scour pipe - 50 mm dia

Construction of RCC over head tank 45000ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 50 mm dia Outlet pipe - 50 mm dia Scour pipe - 50 mm dia

Construction of RCC over head tank 10000 ltr cap., with 15.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to top dome of tank including GI bends of requried degree, valves of required size confirming to relevants code MS stair case i/c Mild steel flat railing around the container as well as around the complete stair case from bottom to top as per IS-specificaiton, steel ladder inner and outer side with required dia metre of MS flat of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 45 kg., ventilator at top dome with minimum opeining of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with complete earthing arrangement etc. The RCC over head reservoir shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design based on bearing capacity of soil of proposed site and same shall be approved from the competent authority , design calculation expension joints as required at site. The offer shall also include the cost of providing and fixing of GMS/ MS pipes, duly flanged and sluice valve of required dia metre fitting complete including duck foot bends, puddle collers , expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge. Inlet pipe - 40 mm dia Outlet pipe - 40 mm dia Scour pipe - 40 mm dia

Sarabjit Singh Katoch

PRITAM CHAND