| WDB RATE SCHEDULE-2022 Updating.. | ||||
|---|---|---|---|---|
| Click on Code to see the analysis or Go Home | Profit=10%, Overhead=3.5%, VAT=5.5% | |||
| Code | Item | Unit | Cost(Tk.) | Unit Rate(Tk.) |
| 1610000 | Erection of bamboo profile with full bamboo posts and pegs not less than 60mm in diameter and coir each strings etc. complete as per direction of Engineer in charge | each | 324.00 |
398.13 |
| 1611010 | Earth work by manual labour in constructing/ resectioning of embankment/ canal bank/ road etc. with clayey soil(minimum 30% clay, 0-40% silt and 0-30% sand) within the initial lead of 30m, and all lifts including throwing the cum spoils to profiles in layers not exceeding 150mm in hickness, clod breaking upto a maximum size of 100mm, benching the side slopes, stripping/ ploughing the base of embankment and borrow pit area, dug bailing, cutting trees upto 200mm girth, with uprooting stumps, clearing jungles, bailing out water, rough dressing and 150mm cambering at the centre of the crest etc. complete as per specification and direction of Engineer in charge. 0 to 3 m height. | cum | 203.00 |
248.82 |
| 1611020 | Earthwork by Manual labour embk/ canel bank/road : 0 to 4 m height. | cum | 217.00 |
266.84 |
| 1611030 | Earthwork by Manual labour embk/ canel bank/road : 0 to 5 m height. | cum | 232.00 |
284.93 |
| 1611040 | Earthwork by Manual labour embk/ canel bank/road : 0 to 6 m height. | cum | 247.00 |
302.74 |
| 1612010 | Earth work by manual labour in constructing/ resectioning of embankment! canal bank/ road etc. compacted to 85%/90% maximum dry density at optimum moisture content, with reference to laboratory density test AAHSTO modified hammer, with clayey soil(minm 30% clay, 0-40% silt, 0-30% sand) within the initial lead of 30m and all lifts including throwing the spoils to profiles in layers not exceeding 230mm in thickness with clod breaking to a maximum size 68 of 100mm, benching the side slopes, removing roots and stumps of trees of girth upto 200mm from the ground, stripping/ ploughing the base of embankment and borrow pit area, dug bailing, bail out of water, rough dressing including 150mm cambering at the centre of crest etc. complete, ncluding maintenance of the same for 6 months after completion, (compaction will be done by the contractor with approved equipment, including all ancillary charges for compaction and testing) as per direction of Engineer in charge. 0 m to 3 m height with 85% compaction. | cum | 239.00 |
292.68 |
| 1612020 | Construction of Embankment: o m to 4 m height with 85% compaction. | cum | 253.00 |
310.70 |
| 1612030 | Construction of Embankment: o m to 5 m height with 85% compaction. | cum | 268.00 |
328.78 |
| 1612040 | Construction of Embankment: o m to 6 m height with 85% compaction. | cum | 283.00 |
346.80 |
| 1612050 | Construction of Embankment: o m to 3 m height with 90% compaction. | cum | 257.00 |
315.11 |
| 1612060 | Construction of Embankment: o m to 4 m height with 90% compaction. | cum | 271.00 |
333.13 |
| 1612070 | Construction of Embankment: o m to 5 m height with 90% compaction. | cum | 286.00 |
351.22 |
| 1612080 | Construction of Embankment: o m to 6 m height with 90% compaction. | cum | 301.00 |
369.24 |
| 1613010 | Earth work by manual labour in resectioning of embankment! canal bank! river slopes! road! compound etc. manually compacted by 7.0 kg iron rammer to avoid any air pocket in clayey soil (minimum 30% clay, 0-40% silt and 0-30% sand) within the initial lead of 30m and all lifts including throwing the spoils to profile in layers not exceeding 150mm thickness with clod breaking to a maximum of 100mm, removing roots and stumps of trees of girth upto 200mm from the ground, benching the side slopes, stripping! ploughing the base of embankment and borrowpit areas, dug bailing, bailout of water, rough dressing including 150mm cambering at the centre of necessary) the crest (where etc. complete as per direction of ngineer in charge. 0 m to 3 m height | cum | 248.00 |
304.06 |
| 1613020 | Earthwork ny Manual Labour Manual Compaction: 0 m to 4 m height | cum | 262.00 |
322.08 |
| 1613030 | Earthwork ny Manual Labour Manual Compaction: 0 m to 5 m height | cum | 277.00 |
340.24 |
| 1613040 | Earthwork ny Manual Labour Manual Compaction: 0 m to 6 m height | cum | 292.00 |
358.19 |
| 1614010 | Compaction of earth in resectioning of embankment! canal bank! road! river bank slopes! compounds etc as per design to profile in layers not exceeding 50mm in thickness in all kinds of soils etc. complete as per direction ofEngineer in charge. By engine operated vibratory soil compactor to attain 80% maximum dry density at optimum moisture content with reference to laboratory density test ASHTO180 modified hammer | cum | 44.00 |
54.59 |
| 1614020 | Compact Earth By 7.00 kg. iron rammer to remove all voids from soil. | cum | 45.00 |
55.24 |
| 1615010 | Compaction of constructing!resectioning embankment/bank/road!river earth slopes mechanical etc. in of canal by equipment to attain 85% / 90% maximum dry density at optimum moisture content with reference to laboratory density. test AASTHO-180 modified hammer in all kinds of soils as per direction of Engineer in charge. O.Om to 6.0m height and above, with 85% compaction. | cum | 36.00 |
43.86 |
| 1615020 | Compaction of Earth: O.Om to 6.0m height and above, with 85% compaction. | cum | 54.00 |
66.29 |
| 1616000 | Extra rate for every additional lead of 5m or part thereof beyond the initial lead of 30m upto a maximum of 19 leads (3m neglected) for all kinds of earth work. | cum | 28.00 |
34.44 |
| 1617000 | Extra rate for every additional lift of l.Om or part thereof beyond the initial of 1.5m lift neglected) for all kinds of earth (30cm work. | cum | 15.00 |
17.82 |
| 1618000 | Royalty of specified earth taken from private land (with prior permission of the Executive Engineer on production of royalty deeds with the land owner) from the area to be selected by the contractor with mutual agreement. | cum | 18.00 |
22.09 |
| 1620010 | Earth work by carried earth by truck/boat or any other means supplied at contractors own cost (including royalty) in constructing/ resectioning of the embankment/ canal bank/ road etc. in layey soil (minimum 30% clay, 0-40% silt and 0-30% sand) beyond the initial lead of 300m including throwing the spoils to a profile in layers not exceeding 150mm in thickness, breaking clods, benching the side slopes, stripping the base of embankment and borrow pit area, dug bailing, cutting trees upto 200mm girth with uprooting stumps, clearing jungles, bail out of water, rough dressing and 150mm cambering at the centre of the crest etc. complete as per design, specification and direction of Engineer in charge. | cum | 403.00 |
494.24 |
| 1620020 | Earthwork by carried Earth: l.00 km. to 5.00 km. (Extra rate) | cum | 52.00 |
63.38 |
| 1621010 | Earth work by Carried Earth (by truck/boat or any other means) supplied at contractors own cost (including royalty) in resectioning of embankment! canal /bank/ river slopes/ road/ compound etc. manually compacted by 7.0 kg iron rammer to avoid any air pocket with clayey soil (minimum 30% clay, 0-40% silt, 0-30% sand) beyond the initial lead of300m and all lifts including throwing the spoils to profile in layers not exceeding 150mm thickness with clod breaking to a maximum size of 100mm, removing roots and stumps of trees of girth upto 200mm from the ground, benching the side slopes, stripping/ ploughing the base of embankment and borrowpit areas, dug bailing, bailout of water, rough dressing including 150mm cambering at the centre of the crest (where necessary) etc. complete as per direction of Engineer in charge 300 m to 1.00 km. | cum | 448.00 |
549.48 |
| 1621020 | Earthwork caried Earth (manual Compaction):: l.00 km. to 5.00 km. (Extra rate) | cum | 52.00 |
63.38 |
| 1622010 | Earth work by carried earth (by truck/boat or any other means) supplied at contractors own cost (including royalty) in constructing/ resectioning of the bank/road etc. compacted to 85%!90% maximum dry density at optimum moisture content withreference to laboratory density test AASHTO modified hammer, with clayey soil (minimum 30% clay, 040% silt and 0-30% sand) beyond initial lead of 300m including throwing the spoils to profiles in layer not exceeding 230mm in thickness with clod breaking to maximum size of 100mm, benching the side slopes, removing roots and stumps of trees of girth upto 200mm, stripping/ ploughing the base of embankment and borrow pit area, dug bailing, clearing jungles, bail out of water, rough dressing including 150mm cambering at the centre of crest with all leads and lifts complete(compaction will be done by the contractor with approved equipment including all ancillary charges for compaction and testing) as per direction of Engineer in charge. 300m to 1.00 km (85% compaction) | cum | 406.00 |
497.84 |
| 1622020 | Earthwork by carried earth : 1.00 km.to 5.00 km. 85% compaction,(Extra rate). | cum | 72.00 |
88.12 |
| 1622030 | Earthwork by carried earth : 300m to 1km 90% compaction, | cum | 428.00 |
525.23 |
| 1622040 | Earthwork by carried earth : 1.00 km.to 5.00 km. 90% compaction,(Extra rate). | cum | 85.00 |
103.82 |
| 1623010 | Earth work by Excavator (Long Boom ) in constructing/resectioning embankment!canal bank/road etc. with clayey soil (minimum 30% clay, 0-40% silt and 0-30% sand) within the initial lead of 30m, and all lifts including throwing the spoils to profiles in layers not exceeding 150mm in thickness, clod breaking upto a maximum size of 100mm bencing the side slopes, stripping/ ploughing the base of embankment and borrow pit area, dug bailing, cutting trees upto 200mm girth, with uprooting stumps, clearing jungles, rough dressing and 150mm cambering at the centre of the crest etc. complete as per specification and direction of Engineer in charge. Embankment by mechanical excavator, ht: 0 to 4m | cum | 141.00 |
173.49 |
| 1623020 | Embankment by mechanical excavator, ht: 4 m above | cum | 170.00 |
208.29 |
| 1623580 | Clay cover: 0 m to 5 m height with 90% compaction. | cum | 301.00 |
369.24 |
| 1624010 | Earth work by Mechanical Excavator (Long Boon) in constructing/ resectioning of embankment! canal bank/ road etc. compacted to 85%/90% maximum dry density at optimum moisture content, with reference to laboratory density test AAHSTO modified hammer, with clayey soil(minm 30% clay, 0-40% silt, 0-30% sand) within the initial lead of 30m and all lifts including throwing the spoils to profiles exceeding in layers not 230mm in thickness with clod breaking to a maximum size of 100mm, benching the side slopes, removing roots and stumps of trees of girth upto 200mm from stripping/ploughing the ground, the base of embankment and borrow pit area, dug bailing, including rough dressing 150mm cambering at the entre of crest etc. complete, including maintenance same for 6 months of the after completion, (compaction will be done by the contractor with approved equipment, including all ancillary charges for compaction and testing) as per direction of Engineer in charge. Embankment by Mech. Equipment ht: 0 to 4m, 85% comp | cum | 166.00 |
203.76 |
| 1624020 | Embk. by Mech. Equipment; ht: 4 to 6m and above; 85% comp | cum | 192.00 |
235.95 |
| 1624030 | Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp | cum | 171.00 |
210.50 |
| 1624040 | Embk. by Mech. Equipment; ht: 4 to 6m and above; 90% comp | cum | 198.00 |
242.69 |
| 1625010 | Earth work by carried earth (by truck/boat or any other means) supplied at contractors own cost (including royalty) in constructing/ resectioningof the embankment!/canal bank/ road etc. by Mechanical Excavator (Long Boon) compacted to 85%!90% maximum dry density at optimum moisture content with reference to laboratory density test AASHTO modified hammer, with clayey soil (minimum 30% clay, 0-40% silt and 0-30% sand) beyond initial lead of 300m including throwing the spoils to profiles in layer not 16-250-00 exceeding 230mm in thickness with clod breaking to maximum size of 100mm, benching the side slopes, removing roots and stumps of trees of girth upto 200mm, stripping/ ploughing the base of embankment and borrow pit area, dug bailing, clearing jungles, rough dressing including 150mm cambering at the centre of crest with all leads and lifts complete (compaction will be done by the contractor with approved equipment including all ancillary charges for testing) as compaction per direction of Engineer in charge. 300 m to 1 km and Embk. ht: 0 to 4 m with 85% Comp | cum | 333.00 |
408.93 |
| 1625020 | 300 m to 1 km and Embk. ht: 4 m above with 85% Comp | cum | 360.00 |
441.11 |
| 1625030 | 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Comp | cum | 338.00 |
415.67 |
| 1625040 | 300 m to 1 km and Embk. ht: 4 m above with 90% Comp | cum | 365.00 |
447.86 |
| 1625050 | 1 km to 1 km and Embk. ht: 0 to 4 m with 85% Comp | cum | 405.00 |
497.05 |
| 1625060 | 1 km to 1 km and Embk. ht: 4 m above with 85% Comp | cum | 431.00 |
529.24 |
| 1625070 | 1 km to 1 km and Embk. ht: 0 to 4 m with 90% Comp | cum | 410.00 |
503.79 |
| 1625080 | 1 km to 1 km and Embk. ht: 4 m above with 90% Comp | cum | 437.00 |
535.98 |
| 1626010 | Earth work by borrowing earth from river bed (all kind of soil but excluding organic material) and carried to site by any means by contractor constructing/re-sectioning of embankment with in initial distance of 1.0 km and with all necessary lift including throwing the earth to profiles in layers not exceeding 150 mm in thickness with prior preparation of base of the embankment by stripping/ ploughing, dug bailing, cutting trees up to 200 mm girth with uprooting stumps, clearing jungles, bailing out water, breaking clods, benching the side slopes, rough dressing and cambering the crest to a height of 150 mm at the center and compacting to minimum dry density at optimum moisture content with reference to laboratory density test AASHTO modified hammer with suitable equipment complete specification as dressing etc per design and direction of Engineer-in-charge. Location of river bed from where earth will be collected and quality of borrow soil must have prior approval from the Engineer-in-charge. In circumstances, borrowed earth agriculturallhomestead shall no be from land. The borrow earth have to be collected from river bed by avoiding any detrimental impact on the river channel. Borrowed earth from river bed: upto to 1.00 km (85% compaction). | cum | 424.00 |
520.67 |
| 1626020 | Borrowed earth from river bed: Beyond 1.00 km to 5.00 km, 85% compaction (extra rate). | cum | 72.00 |
88.12 |
| 1626030 | Borrowed earth from river bed: From upto 1.00 km (90% compaction). | cum | 445.00 |
545.72 |
| 1626040 | Borrowed earth from river bed: Beyond 1.00 km to 5.00 km, 90% compaction (extra rate). | cum | 85.00 |
103.82 |
| 1631010 | Providing clay blanket/clay core by carried earth supplird at contractors own cost (including royalty) in different thickness over embankment crest and side slopes/embankment core/bed and slope of irrigation canal/crest and side slopes of irrigation canal dykes etc. with elected clay (clay content minimum 80% and silt , content maximum 20%) including throwing clay in layers not exceeding 150mm in thickness, clod breaking, benching the side slopes, and compacting to 85% maximum dry density at optimum moisture content with suitable equipment, dressing etc. complete (clay blanket should be extended upto 0.5m below the berm on the outside of embankment/ irrigation canal dyke etc.) as per design, specification and direction of Engineer in charge 0.00m to3000m | cum | 543.00 |
665.97 |
| 1631020 | Clay Blanket: Carried by truck/boat or any means: 00m to 1.0km. | cum | 520.00 |
625.61 |
| 1631030 | Clay Blanket: Carried by truck/boat or any means: 1.0 km to 5.0 km (Extra Rate) | cum | 49.00 |
60.03 |
| 1632010 | Providing clay cover by carried earth by any means in different thickness over the side slopes or crest of the embankment with selected soil (clay soil with a plasticity index between 10 and 20% and liquid limit between 30 and 50% that falls above the A-Line in the Casagrande Plasticity Chart) including throwing clay in layers not exceeding 230 mm in thickness, clod breaking, benching the side slopes and compacting to 90% minimum dry density at optimum moisture content with reference to laboratory density tes AASHTO modified hammer with suitable equipment dressing etc. complete as per direction of Engineer-in-charge. Composition of specified soil must be confirmed by laboratory test (from a recognized Institute) before use. Compaction of the soil must also be confirmed by test {expenditure for all Test is the responsibility of contractor). Carried earth by any means: upto 1.00 km. | cum | 525.00 |
644.35 |
| 1632020 | Carried earth by any means:Beyond 1.00 km to 5.00 km (Extra rate). | cum | 85.00 |
103.82 |
| 1632510 | Earth work by manual labour for clay cover in different thickness over the side slopes or crest of the embankment with selected soil (clay soil with a plasticity index between 10 and 20 % and liquid limit between 30 and 50% that falls above the Casagrande A-Line Plasticity in the Chart) including throwing clay in layers not exceeding 230 mm in thickness, clod breaking, benching the side slopes and compacting to 16-325-00 90% minimum dry density at optimum moisture content with reference to laboratory density test AASHTO modified hammer with suitable equipment dressing etc. complete as per direction of Engineer-in-charge. Composition of specified soil must be confirmed by laboratory test (from a recognized Institute) before use. Compaction of the soil must also be confirmed by test (expenditure for all Test is the responsibility of contractor) 0 m to 3 m height with 85% compaction. | cum | 239.00 |
292.68 |
| 1632520 | Clay cover: 0 m to 4 m height with 85% compaction. | cum | 253.00 |
310.70 |
| 1632530 | Clay cover: 0 m to 5 m height with 85% compaction. | cum | 268.00 |
328.78 |
| 1632540 | Clay cover: 0 m to 6 m height with 85% compaction. | cum | 283.00 |
346.80 |
| 1632550 | Clay cover: 0 m to 3 m height with 90% compaction. | cum | 257.00 |
315.11 |
| 1632560 | Clay cover: 0 m to 4 m height with 90% compaction. | cum | 271.00 |
333.13 |
| 1632570 | Clay cover: 0 m to 5 m height with 90% compaction. | cum | 286.00 |
351.22 |