Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. ,providing, lowering, laying in trenches, aligning, fixing in position and jointing ductile iron (di) isi marked k-7 grade sands pipes as per is:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (epdm/sbr) joints as per is: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. , earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil. ,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , fixing bell mouths bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the engineer-in-charge. size of the main with which connection is to be made. 1. up to 200 mm internal diametre ,filter media providing and fixing cast iron detachable joints class-15 marked with is: 8794 for use with asbestos cement pressure pipes complete with 2 nos. rubber rings marked with is:5382 and is:10292 and appropriate number of nut and bolts marked with is:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (excavation will be paid separately) 2. 100mm i/d cid joint, earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. all kinds of soil.,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 2. nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) , cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size),rain water spouts and pipes providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 2. 110 mm diameter
Tender For cc interlocking paver blocks providing and laying 100mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge ,cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 80mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge. , maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,maintenance of roads relaying of available (removed and stacked) interlocking paver block pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and technical specification clause 1504 , excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. all kind of soil pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia ,demolishing cementconcrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 1. nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) cementconcrete (cast in situ) providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all work below plinth level and up to floor iv level: 6. 1:4:8 (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size)
Tender For cc interlocking paver blocks providing and laying 80mm thick factory made cementconcreteinterlocking paver block of m -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (bis 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge., maintenance of roads removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. ,b laying of ac / pvc pipes and specials stringing out a.c./p.v.c pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 3. 100 mm internal diameter of pipe line laid complete,earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by engineer-in-charge. 1. all kinds of soi
Tender For construction of pavers block road from infront of basir store (rehan hotel) to boundary wall through jhumarti ansari house (ward no. 11) in kapali nagar parishad.