tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1719464720000 | 0 | None | None | Other Works | Construction of Drain Hulikunte village muchhu obaiah house to Mallaiah house | 856830.68 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372802 | 118734 | None | code01 | Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material withall lifts and lead (iv)Dismantling Stone Masonry (PWD CSR 2023-24 VOL-3 S.No. 2.10 D P.No.8 ) Rs:431/cum | Cum | 452.55 | 452.55 | 29.25 | False | None | None | False | None | False | 13237.0875 | 0 | 3372803 | 118734 | None | code02 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 97.2 | False | None | None | False | None | False | 24698.52 | 0 | 3372804 | 118734 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD DSR.2023-24/ Pg-15 Item No.2.1.3 Rs.6201.00/cum | Cum | 6527.85 | 6527.85 | 10.8 | False | None | None | False | None | False | 70500.78 | 0 | 3372805 | 118734 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) PWD DSR.2023-24/ Pg-15 Item No.2.2.1.1 Rs. 6595.00/cum | Cum | 11222.25 | 11222.25 | 39.6 | False | None | None | False | None | False | 444401.1 | 0 | 3372806 | 118734 | None | code05 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately PWD DSR.2023-24/V-1, Pg-84 I No. 2.11A Rs.89457/MT | Kg | 93.93 | 93.93 | 3160.08 | False | None | None | False | None | False | 296826.3144 | 0 | 3372807 | 118734 | None | code06 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 14.4 | False | None | None | False | None | False | 7166.88 | 0 |
| 1719464720000 | 0 | None | None | Other Works | Construction of new toilet in Government higher primary school in Hulikunte illage | 191789.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372808 | 118735 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 6.6177 | False | None | None | False | None | False | 1681.55757 | 0 | 3372809 | 118735 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 1.2906 | False | None | None | False | None | False | 8115.87357 | 0 | 3372810 | 118735 | None | code03 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) uptoplinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 1.05 | False | None | None | False | None | False | 6186.1275 | 0 | 3372811 | 118735 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 3.2427 | False | None | None | False | None | False | 21753.490815 | 0 | 3372812 | 118735 | None | code05 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 0.63 | False | None | None | False | None | False | 4385.745 | 0 | 3372813 | 118735 | None | code06 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 454.65 | 454.65 | 6.6177 | False | None | None | False | None | False | 3008.737305 | 0 | 3372814 | 118735 | None | code07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specificatio | Sqm | 1375.5 | 1375.5 | 29.916 | False | None | None | False | None | False | 41149.458 | 0 | 3372815 | 118735 | None | code08 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7657.65 | 7657.65 | 1.51 | False | None | None | False | None | False | 11563.0515 | 0 | 3372816 | 118735 | None | code09 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | Kg | 93.92 | 93.92 | 151.1 | False | None | None | False | None | False | 14191.312 | 0 | 3372817 | 118735 | None | code10 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per
specifications and as per directions of Engineer-in-charge | Sqm | 309.75 | 309.75 | 47.466 | False | None | None | False | None | False | 14702.5935 | 0 | 3372818 | 118735 | None | code11 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqm | Sqm | 933.45 | 933.45 | 10.17 | False | None | None | False | None | False | 9493.1865 | 0 | 3372819 | 118735 | None | code12 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelam | Sqm | 2142.0 | 2142.0 | 2.7 | False | None | None | False | None | False | 5783.4 | 0 | 3372820 | 118735 | None | code13 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Each | 6275.85 | 6275.85 | 2.0 | False | None | None | False | None | False | 12551.7 | 0 | 3372821 | 118735 | None | code14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 186.9 | 186.9 | 47.466 | False | None | None | False | None | False | 8871.3954 | 0 | 3372822 | 118735 | None | code15 | Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc.,PWD SR I.No. 13.32.3 | Mtr | 499.8 | 499.8 | 30.0 | False | None | None | False | None | False | 14994.0 | 0 | 3372823 | 118735 | None | code16 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. PWD SR. 2023-24/ Pg- 123 I No.13.34 Rs.9.00/L | Ltr | 9.45 | 9.45 | 750.0 | False | None | None | False | None | False | 7087.5 | 0 | 3372824 | 118735 | None | code17 | Supplying & erection of RCC rings for well steining of 0.3 Mtr Depth using M-20 grade concrete using clean graded granite or trap or jelly of approved quality 20mm and down size well compacted including centering, from work and plastering for both faces with C.M 1:3 proportion as per design using 6.50mm M.S. coil at the rate of 10 Kgs/ring including cost of steel and fabrication, bailing out of water, errection etc., complete with all lead and lifts (Exculding cost of cement and steel) (RWS SR 19-20 Page No. 83. Item No.11.21 ) | No | 1045.0 | 1045.0 | 6.0 | False | None | None | False | None | False | 6270.0 | 0 |
| 1719464720000 | 0 | None | None | Other Works | Construction of Toilet in Anganawadi Kendre in Hulikunte village | 84277.55 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372825 | 118736 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 2.5515 | False | None | None | False | None | False | 648.33615 | 0 | 3372826 | 118736 | None | code02 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 0.8235 | False | None | None | False | None | False | 5524.408575 | 0 | 3372827 | 118736 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 0.25 | False | None | None | False | None | False | 1572.1125 | 0 | 3372828 | 118736 | None | code04 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 454.65 | 454.65 | 2.55 | False | None | None | False | None | False | 1159.3575 | 0 | 3372829 | 118736 | None | code05 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specificatio | Cum | 1375.5 | 1375.5 | 14.93 | False | None | None | False | None | False | 20536.215 | 0 | 3372830 | 118736 | None | code06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7657.65 | 7657.65 | 0.55 | False | None | None | False | None | False | 4211.7075 | 0 | 3372831 | 118736 | None | code07 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | Kg | 93.92 | 93.92 | 30.36 | False | None | None | False | None | False | 2851.4112 | 0 | 3372832 | 118736 | None | code08 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per
specifications and as per directions of Engineer-in-charge | Sqm | 309.75 | 309.75 | 44.57 | False | None | None | False | None | False | 13805.5575 | 0 | 3372833 | 118736 | None | code09 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete PWD DSR.2023-24 /V-2, Pg-60 I No.9.11 Rs. 889.00sqm | Sqm | 933.45 | 933.45 | 3.87 | False | None | None | False | None | False | 3612.4515 | 0 | 3372834 | 118736 | None | code10 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinge with one side prelam | Sqm | 2142.0 | 2142.0 | 1.35 | False | None | None | False | None | False | 2891.7 | 0 | 3372835 | 118736 | None | code11 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid | Sqm | 6275.85 | 6275.85 | 1.0 | False | None | None | False | None | False | 6275.85 | 0 | 3372836 | 118736 | None | code12 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two coats applied @1.43 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 186.9 | 186.9 | 44.57 | False | None | None | False | None | False | 8330.133 | 0 | 3372837 | 118736 | None | code13 | Providing and fixing chlorinated polyvinyl chloride ( CPVC) pipes having thermal stability for Hot and cold water supply including all CPVC palin and brass threated fittings i/c fixing the pipe with clamps at 1.0 mt. spacing, This includes jointing of pipes and fittings with one step CPVC solvent cement and cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer inchare concealed work work including cutting chases and making good the walls etc.,PWD SR I.No. 13.32.3 | Mtr | 499.8 | 499.8 | 21.0 | False | None | None | False | None | False | 10495.8 | 0 | 3372838 | 118736 | None | code14 | Providing and placing on terrace (at all floor levels) polyethylenewater storage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank. PWD SR. 2023-24/ Pg- 123 I No.13.34 Rs.9.00/L | Ltr | 9.45 | 9.45 | 250.0 | False | None | None | False | None | False | 2362.5 | 0 |
| 1719464720000 | 0 | None | None | Other Works | Construction of CC road in ST colony at Hulikunte village | 421385.18 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3372839 | 118737 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges andsuch simillar works in all kinds of soils , as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off theexcavated stuff or sorting & stacking the selected stuff for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools & otherappurtenaces required to complete the work. (PWD CSR 2023-24 VOL-I S.No. 1.4.1 P.No.5 ) | Cum | 254.1 | 254.1 | 81.51 | False | None | None | False | None | False | 20711.691 | 0 | 3372840 | 118737 | None | code02 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (PWD CSR 2023-24VOL-3, SLNo. 3.7, P.No.15 ) | Cum | 110.25 | 110.25 | 40.76 | False | None | None | False | None | False | 4493.79 | 0 | 3372841 | 118737 | None | code03 | Construction of granular sub-base : Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -VI Material ( PWD CSR 2023-24 VOL-3, SL.No.4.2 (B) (VI) P.No. 19 ) | Cum | 2555.7 | 2555.7 | 27.17 | False | None | None | False | None | False | 69438.369 | 0 | 3372842 | 118737 | None | code04 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, pplying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., by Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) (PWD CSR 2023-24VOL-3, SL..NO 4.24 (B) (II b) P.No.24 ) | Cum | 2649.15 | 2649.15 | 20.38 | False | None | None | False | None | False | 53989.677 | 0 | 3372843 | 118737 | None | code05 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M20 (Grade), coarse andfine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed ina concrete mixer of not less than 0.2 m3 capacity andappropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and conveyance of allmaterials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work. PWD CSR 2023-24 VOL-3, SL.No.16.27 P.No. 148) | Cum | 6691.65 | 6691.65 | 40.76 | False | None | None | False | None | False | 272751.654 | 0 |
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