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Ladakh SOR 2024

Concrete Work rates

59 concrete work items from the Ladakh Public Works (R&B), effective 2024-08-01.

Concrete Work rates in the Ladakh Ladakh Schedule of Rates 2024 run from ₹72.72 to ₹19,534.88. Transcribed from UT of Ladakh, Public Works (R&B) Department — Ladakh Schedule of Rates (LSoR) 2024, Order No.58-LA-PW(R&B) of 2024 dated 24.07.2024, operative from 1 August 2024. Reference only — verify against the official source before pricing a bid.

59 items — scroll the table to browse

DescriptionUnit
4.1.2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)Cum10,677.72
4.1.2AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)Cum10,694.89
4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)Cum9,432.39
4.1.3AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 cement: 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)Cum10,052.53
4.1.4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources)Cum9,250.59
4.1.5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)Cum7,795.18
4.1.5AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA))Cum7,604.29
4.1.5BProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 cement: 3 manufactured sand derived from Recycled concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA))Cum7,632.57
4.1.6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 gradedstone aggregate 40 mm nominal size derived from natural sources)Cum7,572.98
4.1.6AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))Cum7,075.05
4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)Cum6,755.89
4.1.8AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 cement: 4 manufactured sand derived from Recycled Concrete Aggregate (RCA): 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)Cum6,277.15
4.1.10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)Cum6,102.42
4.1.10AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:5:10 (1 cement: 5 manufactured sand derived from Recycled Concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))Cum5,616.61
4.1.11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)Cum6,085.25
4.1.12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:3½:9 (1 ordinary portland cement: 2 Fly ash: 3½ coarse sand (zone-III): 9 graded stone aggregate 40 mm nominal size)Cum6,706.40
4.1.12AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:3½:9 (1 ordinary portland cement: 2 Fly ash: 3½ manufactured sand derived from Recycled Concrete Aggregate (RCA): 9 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))Cum5,567.12
4.1.13Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2½:4:11 (1 ordinary portland cement: 2½ fly ash: 4 coarse sand(zone-III) derived from natural sources: 11 graded stone aggregate 40 mm nominal size derived from natural sources)Cum6,020.61
4.1.13AProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2½:4:11 (1 ordinary portland cement: 2½ fly ash: 4 manufactured sand derived from Recycled Concrete Aggregate (RCA):11 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))Cum5,534.80
4.2.2Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:1½:3 (1 cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)Cum12,644.19
4.2.2AProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:1½:3 (1 cement: 1½ coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))Cum12,782.56
4.2.3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)Cum11,411.99
4.2.3AProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:2:4 (1 Cement: 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))Cum11,537.23
4.2.5Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size)Cum9,867.70
4.2.5AProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA))Cum10,016.17
4.2.5BProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:3:6 (1 cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA))Cum9,263.72
4.2.8Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:5:10 (1 cement: 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)Cum8,160.80
4.2.8AProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing1:5:10 (1 cement: 5 manufactured sand derived from Recycled Concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)) (RCA): 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA))Cum7,695.19
4.3.1Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columnsSqm361.26
4.3.2Centering and shuttering including strutting, propping etc. and removal of form work forRetaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etcSqm749.83
4.3.3Centering and shuttering including strutting, propping etc. and removal of form work forColumns, piers, abutments, pillars, posts and strutsSqm907.43
4.4.1Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)Sqm10,677.72
4.4.1AProviding and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))Cum10,694.89
4.5.1Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), cost of required Centering complete1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20mm nominal size)Cum12,359.31
4.5.1AProviding and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), cost of required Centering complete1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))Cum12,377.09
4.6.1Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)Cum11,161.98
4.6.1AProviding and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement: 3 coarse sand), including the cost of required centering, shuttering complete1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%))Cum14,904.87
4.7.1Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)Cum19,534.88
4.7.1AProviding and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%))Cum19,175.70
4.8.1Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1½:3 (1 Cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)Cum14,853.40
4.8.1AProviding and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) ncluding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%))Cum14,853.20
4.9Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacingEach823.51
4.9APrecasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacingEach1,059.51
4.9BPrecasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 manufactured sand derived from Recycled Concrete Aggregate (RCA): 6 graded stone aggregate 20 mm nominal size (Recycled Aggregate (RA), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacingEach1,076.51
4.10Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources)Sqm474.87
4.10AProviding and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 4 graded stone aggregate 12.5mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%))Sqm499.67
4.11Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand(zone-III): 4 graded stone aggregate 20mm nominal size)Sqm573.71
4.11AProviding and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) ncluding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25%: 4 graded stone aggregate 20mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%))Sqm604.81
4.12Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specificationBag79.79
4.13Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oilSqm205.03
4.14Extra for concrete work in superstructure above floor V level for each four floors or part thereofCum1,270.58
4.15Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. completeMetre914.29
4.16Extra for laying concrete in or under foul positionsCum387.84
4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smoothSqm724.27
4.18Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diaMetre 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in- ChargeBag72.72
4.20.1.1Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note: (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works upto plinth levelConcrete of M10 grade with minimum cement content of 220 kg /cumCum9,205.14
4.20.1.2Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note: (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works upto plinth levelConcrete of M15 grade with minimum cement content of 240 kg /cumCum9,545.51
4.20.1.3Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note: (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works upto plinth levelConcrete of M20 grade with minimum cement content of 270 kg /cumCum10,057.58
4.20.1.4Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note: (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC — All works upto plinth levelConcrete of M25 grade with minimum cement content of 300 kg /cumCum10,206.05

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