Puducherry SOR 2024-25
Concrete Work rates
72 concrete work items from the Puducherry PWD, effective 2024-08-14.
Concrete Work rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹12.26 to ₹17,728.19. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.
/
72 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 4.20A.1.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement,, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M10 grade with minimum cement content of 220 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 100% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 8,333.38 |
| 4.1.2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 8,067.15 |
| 4.1.2A | Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone -III) including manufactured sand dervied from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 7,970.34 |
| 4.1.3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) | Cum | 7,608.37 |
| 4.1.3A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement: 2 coarse sand including manufactured sand derived from recycled concrete aggregate (RCA) upto 25%: 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 7,501.80 |
| 4.1.4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 40mm nominal size) | Cum | 7,501.68 |
| 4.1.5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20mm nominal size) | Cum | 7,006.47 |
| 4.1.5A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement: 3 manufactured sand derived from recycled concrete aggregate (RCA): 6 graded stone aggregate 20 mm nominal size recycled concrete aggregate (RCA) | Cum | 6,557.22 |
| 4.1.5B | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement: 3 manufactured sand derived from recycled concrete aggregate (RCA): 6 graded stone aggregate 20 mm nominal size recycled concrete aggregate (RA) | Cum | 5,786.19 |
| 4.1.6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 40mm nominal size) | Cum | 6,904.04 |
| 4.1.6A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement: 3 manufactured sand derived from reycled concrete aggregate (RCA): 6 graded stone aggregate 40 mm nominal size recycled aggregate (RA) | Cum | 5,370.95 |
| 4.1.8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement: 4 fine aggregate: 8 graded stone aggregate 40mm nominal size) | Cum | 6,537.29 |
| 4.1.8A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:4:8 (1 cement: 4 manufactured sand derived from recycled concrete aggregate (RCA); 8 graded stone aggregate 40 mm nominal size recycled aggregate (RA) | Cum | 5,345.14 |
| 4.1.10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement: 5 fine aggregate: 10 graded stone aggregate 40mm nominal size) | Cum | 6,243.89 |
| 4.1.10A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement: 5 manufactured sand derived from Recycled Concrete Aggregate (RCA): 10 graded stone aggregate 40 mm nominal size Recycled Aggregate(RA)) | Cum | 5,051.74 |
| 4.1.11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1cement:5 fine sand:10 graded stone aggregate 40mm nominal size) | Cum | 6,235.65 |
| 4.1.11A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement: 5 fine aggregate: 10 graded brick aggregate 40mm nominal size) | Cum | 5,521.89 |
| 4.1.12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:3.5:9 (1 ordinary portland cement:2 fly ash:3.5 fine aggregate: 9 graded stone aggregate 40mm nominal size) | Cum | 6,505.97 |
| 4.1.12A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:3.5:9 (1 cement: 2 fly ash: 3.5 manufactured sand derived from recycled concrete aggregate (RCA): 9 graded stone aggregate 40mm nominal size recycled aggregate (RA) | Cum | 5,700.84 |
| 4.1.13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2.5:4:11 (1 ordinary portland cement: 2.5 fly ash: 4 fine aggregate: 11 graded stone aggregate 40mm nominal size) | Cum | 6,140.01 |
| 4.1.13A | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2.5:4:11 (1 ordinary portland cement: 2.5 fly ash: 4 manufactured sand from recycled concrete aggregate (RCA): 11 graded stone aggregate 40mm nominal size recycled aggregate (RA)) | Cum | 5,069.57 |
| 4.2.2 | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 9,468.86 |
| 4.2.2A | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:1.5:3 (1 cement: 1.5 fine aggregate including manufactured sand from recycled concrete (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 9,372.05 |
| 4.2.3 | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 20mm nominal size) | Cum | 9,010.08 |
| 4.2.3A | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:2:4 (1 cement: 2 fine aggregate including manufactured sand recycled concrete (RCA) upto 25%: 4 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 8,903.49 |
| 4.2.5 | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20mm nominal size) | Cum | 8,408.18 |
| 4.2.5A | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:3:6 (1 cement: 3 manufactured sand derived from recycled concrete aggregate (RCA): 6 graded stone aggregate 20mm nominal size recycled concrete aggregate (RCA) | Cum | 7,958.95 |
| 4.2.5B | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:3:6 (1 cement: 3 manufactured sand derived from recycled concrete aggregate (RCA): 6 graded stone aggregate 20mm nominal size recycled aggregate (RA) | Cum | 6,889.16 |
| 4.2.8 | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:5:10 (1 cement: 5 fine aggregate:10 graded stone aggregate 40 mm nominal size) | Cum | 7,622.81 |
| 4.2.8A | Providing 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. upto floor five level, excluding the cost of centering,shuttering and finishing - 1:5:10 (1 cement: 5 manufactured sand from recycled concrete aggregate (RCA):10 graded stone aggregate 40 mm nominal size recycled aggregate (RA) | Cum | 6,430.67 |
| 4.3.1 | Centring and shuttering including strutting, propping etc. and removal of form work for - foundations, footings, bases for columns | Sqm | 420.93 |
| 4.3.2 | Centring and shuttering including strutting, propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | Sqm | 870.55 |
| 4.3.3 | Centring and shuttering including strutting, propping etc. and removal of form work for - columns, piers, abutments, pillars, posts and struts | Sqm | 996.43 |
| 4.4.1 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing - 1:1.5:3 (1cement: 1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 8,067.15 |
| 4.4.1A | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing - 1:1.5:3 (1cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 7,970.34 |
| 4.5.1 | Providing and fixing upto 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 fine aggregate), cost of required centering, shuttering complete - 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 9,546.44 |
| 4.5.1A | Providing and fixing upto 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 fine aggregate), cost of required centering, shuttering complete - 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 9,449.62 |
| 4.6.1 | Providing 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 fine aggregate), including the cost of required centering, shuttering complete - 1:1.5:3 (1 cement:1.5 fine aggregate: 3 graded stone aggregate 20 mm nominal size) | Cum | 8,417.28 |
| 4.6.1A | Providing 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 fine aggregate), including the cost of required centering, shuttering complete - 1:1.5:3 (1 cement:1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20 mm nominal size including recycled concrete aggregate (RCA) upto 25%) | Cum | 8,320.47 |
| 4.7.1 | Providing and fixing upto floor five level precast cement concrete solid block, inlcuding hoisting and setting in position with cement mortar 1:3 (1 cement: 3 fine aggregate) cost of required centering,shuttering complete - 1:1.5:3 (1 cement: 1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 17,728.19 |
| 4.7.1A | Providing and fixing upto floor five level precast cement concrete solid block, inlcuding hoisting and setting in position with cement mortar 1:3 (1 cement: 3 fine aggregate) cost of required centering,shuttering complete - 1:1.5:3 (1 cement: 1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including (Recycled Concrete Aggregate (RCA) upto 25%) | Cum | 17,631.38 |
| 4.8.1 | Providing and fixing upto floor five level precast cement concrete hollow block,including hoisting and setting in position with cement mortar 1:3 (1 cement:3 fine aggregate) cost of required centering,shuttering complete - 1:1.5:3 (1 cement:1.5 fine aggregate: 3 graded stone aggregate 20mm nominal size) | Cum | 13,793.00 |
| 4.8.1A | Providing and fixing upto floor five level precast cement concrete hollow block,including hoisting and setting in position with cement mortar 1:3 (1 cement:3 fine aggregate) cost of required centering,shuttering complete - 1:1.5:3 (1 cement:1.5 coarse sand including manufactured sand from recycled concrete aggregate (RCA) upto 25%: 3 graded stone aggregate 20mm nominal size including (recycled concrete aggregate (RCA) upto 25%) | Cum | 13,748.80 |
| 4.9 | Precasting and placing in position 125mm dia bollards 600mm high of required shape, including providing M.S.Pipe sleeve 50mm dia 300mm long in the bollard and M.S.pipes 40mm dia and 450 mm long with 150x150x6mm M.S.plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 cement:3 fine aggregate: 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450 mm deep for the same in bitumen / concrete pavement at specified spacing | Each | 911.09 |
| 4.9A | Precasting and placing in position 125mm dia bollards 600mm high of required shape, including providing M.S.Pipe sleeve 50mm dia 300mm long in the bollard and M.S.pipes 40mm dia and 450 mm long with 150x150x6mm M.S.plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 cement:3 manufactured sand from recycled concrete aggregate (RCA): 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450 mm deep for the same in bitumen / concrete pavement at specified spacing | Each | 897.09 |
| 4.9B | Precasting and placing in position 125mm dia bollards 600mm high of required shape, including providing M.S.Pipe sleeve 50mm dia 300mm long in the bollard and M.S.pipes 40mm dia and 450 mm long with 150x150x6mm M.S.plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 cement:3 manufactured sand from recycled concrete aggregate (RCA): 6 graded stone aggregate 20 mm nominal size (Recycled Aggregate (RA)), including necessary excavation of size 250x250x450 mm deep for the same in bitumen / concrete pavement at specified spacing | Each | 873.94 |
| 4.10 | Providing and laying damp - proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 fine aggregate: 4 graded stone aggregate 12.5 mm nominal size) | Sqm | 396.59 |
| 4.10A | Providing 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%) | Sqm | 397.08 |
| 4.11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 fine aggregate: 4 graded stone aggregate 20mm nominal size) | Sqm | 493.83 |
| 4.11A | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand including manufactured sand recycled concrete aggregate (RCA) upto 25%: 4 graded stone aggregate 20mm nominal size (recycled concrete aggregate (RCA) upto 25%) | Sqm | 488.50 |
| 4.12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacture's specification | Bag | 12.26 |
| 4.13 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil | Sqm | 160.87 |
| 4.14 | Extra for concrete work in superstructure above floor V level for each four floors of part thereof by mechnical means | Cum | 978.06 |
| 4.16 | Extra for laying concrete in or under foul positions | Cum | 450.27 |
| 4.17 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 fine aggregate: 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine aggregate, including necessary excavation, levelling and dressing &finishing the top smooth | Sqm | 690.62 |
| 4.17A | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 manufactured sand from recycled concrete aggregate (RCA): 6 graded stone aggregate 20mm nominal size recycled concrete aggregate (RCA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine aggregate, including necessary excavation, levelling and dressing &finishing the top smooth | Sqm | 668.63 |
| 4.17B | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 manufactured sand from recycled concrete aggregate (RCA): 6 graded stone aggregate 20mm nominal size recycled concrete aggregate (RA) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine aggregate, including necessary excavation, levelling and dressing &finishing the top smooth | Sqm | 630.07 |
| 4.18 | Extra for addition of synthetic polyster triangualr fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete /RCC/ flooring / water retaining structures by using 125grams of synthetic polyster triangular fibre for 50kgs cement used as per direction of Engineer-in-charges of Engineer-in-charge | Bag | 64.91 |
| 4.20.1.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M10 grade with minimum cement content of 220kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 8,754.32 |
| 4.20.1.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M15 grade with minimum cement content of 240kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 8,925.91 |
| 4.20A.1.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M15 grade with minimum cement content of 240 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 25% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 8,890.52 |
| 4.20.1.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement,, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M 20 grade with minimum cement content of 270kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,183.30 |
| 4.20A.1.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M20 grade with minimum cement content of 270 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 25% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,147.91 |
| 4.20.1.4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement,t, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M 25 grade with minimum cement content of 300 kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,440.69 |
| 4.20A.1.4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement,, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works upto plinth level - concrete of M25 grade with minimum cement content of 300 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 25% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,405.31 |
| 4.20.2.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level - concrete of M 10 grade with minimum cement content of 220 kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,138.43 |
| 4.20A.2.1 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level and upto floor V level - concrete of M10 grade with minimum cement content of 220 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 100% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 8,717.50 |
| 4.20.2.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level - concrete of M 15 grade with minimum cement content of 240 kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,310.02 |
| 4.20A.2.2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement,, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level and upto floor V level- concrete of M15 grade with minimum cement content of 240 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 25% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,274.64 |
| 4.20.2.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level - concrete of M 20 grade with minimum cement content of 270 kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,567.42 |
| 4.20A.2.3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate and recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without impacting stength; including pumping of concrete to site of laying, curing, carriage of all leads: but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level and upto floor V level- concrete of M20 grade with minimum cement content of 270 kg / cum (Note: The permissible utilization of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate is 25% each) - (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,532.04 |
| 4.20.2.4 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland / Portland Slag cement,, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge - all works above plinth level - concrete of M 25 grade with minimum cement content of 300 kg /cum (Note:Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discreation to either re-design the mix or bear the cost of extra cement) | Cum | 9,824.82 |
Other chapters in this schedule
- Earth Work (70)
- Reinforced Concrete Work (131)
- Brick Work (57)
- Stone Work (50)
- Cladding Work (71)
- Wood and PVC Work (493)
- Steel Work (52)
- Flooring (91)
- Roofing (135)
- Finishing (114)
- Repairs To Buildings (108)
- Dismantling And Demolishing (85)
- Miscellaneous Building Work (25)
- Sanitary Installations (226)
- Water Supply (708)
- Drainage (135)
- Pile Work (31)
- Aluminium Work (41)
- Water Proofing (27)
- Rain Water Harvesting & TubeWells (37)
- Conservation of Heritage Buildings (7)
- Structural Glazing Aluminium Composite Panel (5)
- New Technologies and Materials (196)
- Irrigation (50)
- Water Supply (Public Health) (1012)
- Sewerage (Public Health) (213)
- Miscellaneous (Public Health) (71)
- OHT (Works) (8)
- Subsoil Exploration (7)
- Energy Conservation Building Code (137)
- Site Clearance and Dismantling (44)
- Earth Work, Erosion Control and Drainages (40)
- Granular Sub-base (63)
- Base & Bituminous Construction (26)
- Traffic Signs,Markings & Other Road Appurtenances (41)
- Pipe Culverts (5)
- Maintenance of Roads (13)
- Horticulture (25)
- Foundation (106)
- Substructure (54)
- Superstructure (97)
- River Training and Protection Works (10)
- Repair and Rehabilitation (12)
- PMGSY -Works (25)
Pricing concrete work against a live tender
Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.
See how estimation works