Tender For Library Repair And Toilet Construction Work In Village Magrahtha Of Development Block Chatra- Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR 2.8.1 2 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 3 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 4 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 5 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 6 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 7 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 8 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 9 Supply and fixing of Sheela Patta or sign board 10 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 11 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 12 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 13 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 14 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 15 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 16 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 17 Supply and fixing of Sheela Patta or sign board 18 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 19 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 20 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 21 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 22 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 23 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 24 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 25 Supply and fixing of Sheela Patta or sign board 26 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 27 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 28 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 29 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 30 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 31 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 32 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 33 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR 2.8.1 34 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 35 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 36 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 37 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 38 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 39 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 40 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 41 Supply and fixing of Sheela Patta or sign board 42 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 43 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 44 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 45 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 46 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 47 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 48 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 49 Supply and fixing of Sheela Patta or sign board 50 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 51 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 52 Construction of granular sub-base by providingready mix material spreading in uniform layers with motor grader on prepared surfaceand compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMCcomplete as per Technical specification Clause 401. (GSB) 53 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 54 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 55 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 56 Centering and shuttering including strutting, propping etc. and removal of form for all heights : In foundation as per DSR 5.9.1 57 Supply and fixing of Sheela Patta or sign board 58 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work in foundation and floors. DSR4.1.8 59 Coursed rubble massonary (second sort) with hard stone in foundation & plinth with : cement mortor 1:6 (1 cement:6 course sand) DSR 7.7.1 60 Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) 61 Cement Concrete Pavement: Construction of un-reinforceced , expansion and consruction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base withh 43 grade cement or any other type as per clouse 1501.2.2. M-30 grade corse and fine aggregates confirming to IS:383 maximum size of coarse aggregates not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum. capacity and apropreate weigh batcher using approoved mix design laid in a approoved fixed site form work (steel chanel ) laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, speading the concrete with shovels rackes, compacted usingplate vibrators and finished in continuous oparation including provision of contraction and expansion, construction jointes, primer, sealant, near aproches to bridge /culvert and construction joints admixtures as approoved curing of concrete slab for 14 days using curing compounds (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501. 62 Filling available executed earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exeeding 20cm in depth, consolidation each deposited layer by ramming and watering, lead up to 50m and lift up to 1.50m. DSR 2.25 63 ( Rates in BOQ are exclusive of G.S.T. Amount )
