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CODE ITEM DESCRIPTION,

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16-640-10 Embankment by mechanical excavator 0-4 m

16-640-20 Embankment by mechanical excavator 4-6 rn & above II

16-650-10 Embankment by mechanical excavator 0-4 m + 85% compaction I

[6-650-20 Embankment by mechanical excavator 4-6 m & above + 85% compactionI 16-650-30 Embankment by mechanical excavator 0-4 III -'-90% compaction1

I,[6-650-40 Embankment by mechanical excavator 4-6 In & above + 90% compaction

i [6-660- [0 Embankment by mechanical excavator 0-4 m+ 85% cornpaction+300 rn to 1 krn I[6-660-20 Embankment by mechanical excavator 4-6 111 and above+ 85% compaction+ 300 m to 1 km I

I

i [6-660-30 Embankment by mechanical excavator 0-4 m+ 90% compaction+ 300 rn to 1 km I,

Embankment by mechanical excavator 4-6 m and above+ 90% compaction+300 III to I km I16-660-40

16-660-50 Embankment by mechanical excavator 0-4 rn+ 85% compaction+ I km to 5 km Ii

16-660-60 Embankment by mechan ical excavator 4-6 m and above+ 85% compaction+ I km to 5 km16-660-70 Embankment by mechanical excavator 0-4 m+ 90% compaction+ 1 km to 5 km16-660-80 Embankment by mechanical excavator 4-6 m and above+ 90% compaction+ I km to 5 krn

~ ~ ~ ~ '@-~ ~ c~ ~ ~ QT, Mechanical Excavator (long Boom) mmm~FrrGr<[~ ~8 w~ BWDB Standard Schedule of Rates \!l 'Jf~:r.<rt~<Mft~ I

~- Mechanical Excavator 00~ ~ ~~, BWDB Standard Schedule of Rates \!l

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Office of theSuperintending EngineerDesign Circle-II,BWDB

72 Green Road, Dhaka-l2lSTelephone: 9117609

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Page No.

Embankment by Mech. Equipment; ht: 0 to 4m; 85% compo

Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% compo

Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp.

Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp.

Earth work by Mechanical Excavator (Long Boon) in constructing/resectioning of embankment/canal bank! road etc. compacted to85%/90% maximum dry density at optimum moisture content, withreference to laboratory density test AAHSTO modified hammer, withclayey soil(minm 30% clay, 0-40% silt, 0-30% sand) within the initiallead of 30m and all lifts including throwing the spoils to profiles inlayers not exceeding 230mm in thickness with clod breaking to amaximum size of 100mm, benching the side slopes, removing roots andstumps of trees of girth upto 200mm from the ground,stripping/ploughing the base of embankment and borrow pit area, dugbailing, rough dressing including 150mm cambering at the centre ofcrest etc. complete, including maintenance of the same for 6 monthsafter completion, (compaction will be done by the contractor withapproved equipment, including all ancillary charges for compaction andtesting) as per direction of Engineer in charge.

Embankment by mechanical excavator, ht: 4 to 6 m and above

Embankment by mechanical excavator, ht: 0 to 4 m

Earth work by Mechanical Excavator (Long Boom ) inconstructing/resectioning of embankment/canal bank/road etc. withclayey soil (minimum 30% clay, 0-40% silt and 0-30% sand) within theinitial lead of 30m, and all lifts including throwing the spoils toprofiles in layers not exceeding 150mm in thickness, clod breakingupto a maximum size of 100mm, benching the side slopes,stripping/ ploughing the base of embankment and borrow pit area, dugbailing, cutting trees upto 200mm girth, with uprooting stumps, clearingjungles, rough dressing and 150mm cambering at the centre of thecrest etc. complete as per specification and direction of Engineerin charge.

16-650-40

16-650-30

16-650-20

16-650-10

16-640-20

16-650

16-640-10

16-640

16 . Earthwork

Unit Meas.Item Description

ITEM DEFINITION REPORT

ItemCode

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Page No. 2

I km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo

I km to 5 km and Embk. ht: 0 to 4 m with 90% Compo

1km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo

1km to 5 km and Embk. ht: 0 to 4 m with 85% Compo

300 m to I km and Embk. ht: 4 to 6 m and above with 90% Compo

300 m to I km and Embk. ht: 0 to 4 m with 90% Compo

300 m to 1km and EmbK. ht: 0 to 4 m with 85% Compo

300 m to 1km and Embk. ht: 4 to 6 m and above with 85% Compo

Earth work by carried earth (by trucklboat or any other means) supplied atcontractor's own cost (including royalty) in constructing! resectioning of theembankment! canal bank! road etc. by Mechanical Excavator (Long Boon)compacted to 85%!90% maximum dry density at optimum moisture contentwith reference to laboratory density test AASHTO modified hammer, withclayey soil (minimum 30% clay, 0-40% silt and 0-30% sand) beyond initiallead of 300m including throwing the spoils to profiles in layer not exceeding230mm in thickness with clod breaking to maximum size of 100mm,benching the side slopes, removing roots and stumps of trees of girth upto200mm, stripping! ploughing the base of embankment and borrow pit area,dug bailing, clearing jungles, rough dressing including 150mm cambering atthe centre of crest with all leads and lifts complete (compaction will be doneby the contractor with approved equipment including all ancillary charges forcompaction and testing) as per direction of Engineer in charge.

16-660-80

16-660-60

16-660-70

16-660-20

16-660-30

16-660-40

16-660-50

16-660-10

cum16-660

Unit Meas.Item Description

ITEM DEFINITION REPORT

ltemCode

Primary Element Secondary Element Weight Unit Element Rate Value

16. Earthwork

16-640-10 Embankment by mechanical excavator, ht 0 to 4 m20. Materials : Misc.

20-245 Diesel/ Fuel .................... 0.4000 Itr @ Tk.... per Itr Tk...20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk. .20-310 Lubricant ( Mobile oil etc.) ......... 0.0120 Itr @ Tk.... per Itr Tk. ......20-315 Grease, best quality .............. 0.0010 kg @ Tk.... per kg Tk.......

Sub Total Tk.

70. Eguil1ment Tools70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk.... per day Tk..

Sub Total Tk.......

80. Labour80-305 Head Man ......... .... - .. - ..... 0.0033 day @ Tk. ... per day Tk.......80-375 Labour, Unskilled ............... 0.0600 day @ Tk.... per day Tk.......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0033 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0033 day @ Tk.... per day Tk.......

Sub Total Tk. ......

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk....Total Tk. .VAT 5.5 % Tk..Item Grand Total Tk..

16-640-20 Embankment by mechanical excavator, ht 4 to 6 m and above20. Materials: Misc.

20-245 Diesel/ Fuel .................... 0.4800 Itr @ Tk.... per Itr Tk.......20-305 Hydraulic Oil 0.0052 Ltr @ Tk.... per Ltr Tk.......20-310 Lubricant (Mobile oil etc.) ......... 0.0144 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality .............. 0.0012 kg @ Tk.... per kg Tk. ......

Sub Total Tk....

70. Eguil1ment,Tools70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk.... per day Tk..

Sub Total Tk..

80. Labour80-305 HeadMan ....................... 0.0040 day @ Tk. ... per day Tk.......80-375 Labour, Unskilled 0.0720 day @ Tk... .per day Tk......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0040 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.roUerN.c 0.0040 day @ Tk.... per day Tk.......

Sub Total Tk.......

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk.......Total Tk.......VAT 5.5 % Tk..Item Grand Total Tk..

16-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp.20. Materials: Misc.

20-245 Diesel/ Fuel .................... 0.5907 Itr @ Tk.... per Itr Tk. .20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk...20-310 Lubricant (Mobile oil etc.) ......... 0.0215 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality .............. 0.0010 kg @ Tk.... per kg Tk.......

Page No. ~ qr ~.

ANALYSIS TEMPLATE REPORT


Sub Total Tk.......

70. Egui(!ment Tools70-045 B.dozer/S.F.rollerN.compactor: 150HP. 0.0013 day @ Tk.... per day Tk.70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk.... per day Tk.......

Sub Total Tk.......

80. Labour80-305 HeadMan ....................... 0.0033 day @ Tk. ... per day Tk.......80-375 Labour, Unskilled ..,." ......... 0.0400 day @ Tk.. .. per day Tk. ......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0046 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0033 day @ Tk.... per day Tk.......


Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk. ......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp.20. Materials :Misc.

20-245 Diesel/ Fuel .................... 0.6707 ltr @ Tk.... per ltr Tk.......20-305 Hydraulic Oil 0.0052 Ltr @ Tk.... per Ltr Tk.......20-310 Lubricant ( Mobile oil etc.) ......... 0.0239 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality .............. 0.0012 kg @ Tk.... per kg Tk.......

Sub Total Tk.......70. Egui(!ment, Tools

70-045 B.dozer/S.F.rollerN.compactor: 150HP. 0.0013 day @ Tk.... per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk.... per day Tk.......

Sub Total Tk.......80. Labour

80-305 Head Man ....................... 0.0040 day @ Tk. ... per day Tk. ......80-375 Labour, Unskilled .... " ..... , ... 0.0480 day @ Tk.... per day Tk. ......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0053 day @ Tk. ... per day Tk. ......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0040 day @ Tk. ... per day Tk.......


Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk.......Total Tk. ......VAT 5.5 % Tk. ......Item Grand Total Tk. ......

16-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp,20. Materials: Misc.

20-245 Diesel/ Fuel .................... 0.5907 Itr @ Tk.... per ltr Tk.......20-305 Hydraulic Oil 0.0043 Ltr @ Tk. ... per Ltr Tk.......20-310 Lubricant ( Mobile oil etc.) ...... 0.0215 ltr @ Tk. ... per ltr Tk. ......20-315 Grease, best quality ...... 0.0010 kg @ Tk.... per kg Tk.......

Sub Total Tk.......70. Egui(!ment, Tools

70-045 B.dozer/S.F.rollerN.compactor: 150 HP. 0.0020 day @ Tk.... per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk.... per day Tk.......

Sub Total Tk. ......80. Labour

Page No. 2~ flY 4.



80-305 HeadMan .............. 0.0033 day @ Tk.... per day Tk. ......80-375 Labour, Unskilled .., ....... ,' ... 0.0400 day @ Tk.... per day Tk.......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0053 day @ Tk.... per day Tk. ......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0033 day @ Tk.... per day Tk.......

Sub Total Tk.......

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk.......Total Tk.......VAT 5.5 % Tk......Item Grand Total Tk.......

16-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp,20. Materials: Misc.

20-245 Diesel/ Fuel ... ................ 0.6707 Itr @ Tk. ... per Itr Tk. ......20-305 Hydraulic Oil 0.0052 Ltr @ Tk.... per Ltr Tk.......20-310 Lubricant (Mobile oil etc.) ......... 0.0239 ltr @ Tk. ... per Itr Tk. ..20-315 Grease, best quality .............. 0.0012 kg @ Tk.... per kg Tk. ......

Sub Total Tk.......70. Eguil1ment Tools

70-045 B.dozer/S.F.rollerN.compactor : 150HP. 0.0020 day @ Tk.... per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk.... per day Tk.......


80-305 HeadMan ....................... 0.0040 day @ Tk.... per day Tk. ......80-375 Labour, Unskilled ...... ", ...... 0.0480 day @ Tk. ... per day Tk.80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0060 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.rollerlV.c 0.0040 day @ Tk.... per day Tk.......

Sub Total Tk.......

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk. ......Contractor's 10% Tk.......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo20. Materials :Misc.

20-245 Diesel/ Fuel .................... 0.6607 Itr @ Tk.... per Itr Tk.......20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk.......20-310 Lubricant ( Mobile oil etc.) ......... 0.0269 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality ......... 0.0010 kg @ Tk.... per kg Tk......20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk. ......

Sub Total Tk..70. Eguil1ment,Tools

70-045 B.dozer/S.F.rollerN.compactor: 150 HP. 0.0013 day @ Tk.... per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk. ... per day Tk.......70-060 Cargo Truck (without Fuel & Lubricant).. 0.0231 day @ Tk.... per day Tk.......


80-305 HeadMan ....................... 0.0033 day @ Tk.... per day Tk. ......80-375 Labour, Unskilled " ............. 0.0489 day @ Tk.... per day Tk........80-480 Operator,B.dozer/S.F.rollerlV.compactor/ 0.0046 day @ Tk.... per day Tk. ......

Page No. 3~ # ~, ,



80-481 Operator Helper, B.dozer/ S.F.rollerlV.c 0.0033 day @ Tk. ... per day Tk....Sub Total Tk......Sum of Sub Total Tk. ......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk.......Total Tk.VAT 5.5 % Tk.......Item Grand Total Tk. ......

16-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp20. Materials :Misc.

20-245 Diesel/ Fuel .................... 0.7407 Itr @ Tk.... per Itr Tk..20-305 Hydraulic Oil 0.0052 Ltr @ Tk. ... per Ltr Tk.......20-310 Lubricant ( Mobile oil etc.) ......... 0.0293 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality .............. 0.0012 kg @ Tk.... per kg Tk.......20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk.......

Sub Total Tk.......

70. EguiQment Tools70-045 B.dozer/S.F.rollerlV.compactor: 150HP. 0.0013 day @ Tk.. . .per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk.... per day Tk.......70-060 Cargo Truck (without Fuel& Lubricant).. 0.0231 day @ Tk.... per day Tk..

Sub Total Tk.......

80. Labour80-305 HeadMan ....................... 0.0040 day @ Tk.... per day Tk.......80-375 Labour, Unskilled ............... 0.0569 day @ Tk. ... per day Tk.......80-480 Operator,B.dozer/S.F.rollerlV.compactor/ 0.0053 day @ Tk.... per day Tk..80-481 Operator Helper, B.dozer/ S.F.rollerlV.c 0.0040 day @ Tk.... per day Tk.......

Sub Total Tk.......

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk. ......Contractor's 10% Tk.......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo20. Materials :Misc.

20-245 Diesel/ Fuel .......... ' ... " ,.. 0.6607 Itr @ Tk.... per Itr Tk.......

20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk.......

20-310 Lubricant ( Mobile oil etc.) ......... 0.0269 Itr @ Tk.... per Itr Tk.......

20-315 Grease, best qualily ......... 0.0010 kg @ Tk.... per kg Tk.......

20-560 Royally of earth ............ 1.0000 cum @ Tk.... per cum Tk..Sub Total Tk. ....

70. EguiQment,Tools70-045 B.dozer/S.F.rollerlV.compactor: 150 HP. 0.0020 day @ Tk.... per day Tk...

70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk.... per day Tk.......

70-060 Cargo Truck (without Fuel& Lubricant).. 0.0231 day @ Tk.... per day Tk.......Sub Total Tk.......

80. Labour80-305 HeadMan ....................... 0.0033 day @ Tk.... per day Tk.......

80-375 Labour, Unskilled ............... 0.0489 day @ Tk.... per day Tk.......

80-480 Operator,B.dozer/S.F.rollerlV.compactor/ 0.0053 day @ Tk.... per day Tk.......

80-481 Operator Helper, B.dozer/ S.F.rollerIV.c 0.0033 day @ Tk. ... per day Tk.......

Page No. 4 •ilf ~.,



Sub Total Tk.......

Sum of Sub Total Tk.......Overhead & 2.5 Tk. ......Item Total Tk. ......Contractor's 10 % Tk. ......Total Tk. ......VAT 5.5 % Tk. ......Item Grand Total Tk. ......

16-660-40 300 m to I km and Embk. ht: 4 to 6 m and above with 90% Comp20. Materials: Misc.

20-245 Diesell Fuel .................... 0.7407 Itr @ Tk.... per Itr Tk.......20-305 Hydraulic Oil 0.0052 Ltr @ Tk.... per Ltr Tk. . . . . ..20-310 Lubricant ( Mobile oil etc.) ......... 0.0293 Itr @ Tk.... per Itr Tk. ......20-315 Grease, best quality .............. 0.0012 kg @ Tk. ... per kg Tk. ......20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk.......


70. EguiQment Tools70-045 B.dozer/S.F.rollerN.compactor: 150 HP. 0.0020 day @ Tk.... per day Tk. ......70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk. ... per day Tk. ......70-060 Cargo Truck (without Fuel & Lubricant) .. 0.0231 day @ Tk. ... per day Tk.......

Sub Total Tk.......

80. Labour80-305 HeadMan ....................... 0.0040 day @ Tk.... per day Tk. ......80-375 Labour, Unskilled ............... 0.0569 day @ Tk.... per day Tk. ......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0060 day @ Tk.... per day Tk. ......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0040 day @ Tk. ... per day Tk. ......


Sum of Sub Total Tk.......Overhead & 2.5 Tk. ......Item Total Tk.......Contractor's 10% Tk. ......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp20. Materials :Misc.

20-245 Diesel/ Fuel .................... 0.9718 Itr @ Tk.... per Itr Tk. ......20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk. ......20-310 Lubricant ( Mobile oil etc.) ......... 0.0424 Itr @ Tk.... per Itr Tk.......

20-315 Grease, best quality .............. 0.0010 kg @ Tk.... per kg Tk. ......

20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk. ......Sub Total Tk.......

70. Eguillment, Tools70-045 B.dozer/S.F.rollerN.compactor: 150HP. 0.0013 day @ Tk. ... per day Tk. ......

70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk. ... per day Tk.......

70-060 Cargo Truck (without Fuel & Lubricant) .. 0.0283 day @ Tk.... per day Tk.......Sub Total Tk.......

80. Labour80-305 HeadMan ............... 0.0033 day @ Tk.... per day Tk.......

80-375 Labour, Unskilled ............... 0.0489 day @ Tk.... per day Tk.......

80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0046 day @ Tk.... per day Tk.......

80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0033 day @ Tk.... per day Tk.......


Page No. 5~ flY ~.

"



Sum of Sub Total Tk.......Overhead & 2.5 Tk. ......Item Total Tk. ......Contractor's 10% Tk.......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-660-60 I km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo20. Materials: Misc.

20-245 Diesel/ Fuel ............... 1.0518 Itr @ Tk.... per Itr Tk.......20-305 Hydraulic Oil 0.0052 Ltr @ Tk. ... per Ltr Tk.......20-310 Lubricant ( Mobile oil etc.) ... 0.0448 Itr @ Tk. ... per Itr Tk.......20-315 Grease, best quality .............. 0.0012 kg @ Tk.... per kg Tk.......20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk.......

Sub Total Tk.......70. Eguij1ment,Tools

70-045 B.dozer/S.F.rollerN.compactor: 150HP. 0.0013 day @ Tk.... per day Tk.......70-057 Excavator Long Boom: 8 hrs day 0.0040 day @ Tk.... per day Tk.......70-060 Cargo Truck (without Fuel& Lubricant).. 0.0283 day @ Tk.... per day Tk.......


80-305 Head Man ....................... 0.0040 day @ Tk.... per day Tk.......80-375 Labour, Unskilled ............... 0.0569 day @ Tk.... per day Tk.......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0053 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0040 day @ Tk.... per day Tk.......

Sub Total Tk.......Sum of Sub Total Tk.......Overbead& 2.5 Tk.......Item Total Tk. ......Contractor's 10% Tk. ......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

16-660-70 I km to 5 km and Embk. ht: 0 to 4 m with 90% Compo20. Materials :Misc.

20-245 Diesel/ Fuel .................... 0.9718 Itr @ Tk.... per Itr Tk.......20-305 Hydraulic Oil 0.0043 Ltr @ Tk.... per Ltr Tk. ......20-310 Lubricant (Mobile oil etc.) ......... 0.0424 Itr @ Tk.... per Itr Tk.......20-315 Grease, best quality .............. 0.0010 kg @ Tk.... per kg Tk.......20-560 Royalty of earth ................. 1.0000 cum @ Tk.... per cum Tk.......

Sub Total Tk...

70. Eguinment Tools70-045 B.dozer/S.F.rollerN.compactor: 150HP. 0.0020 day @ Tk. ... per day Tk.70-057 Excavator Long Boom: 8 hrs day 0.0033 day @ Tk.... per day Tk.......70-060 Cargo Truck (without Fuel& Lubricant).. 0.0283 day @ Tk.... per day Tk.......

Sub Total Tk.......

80. Labour80-305 Head Man .............. 0.0033 day @ Tk.... per day Tk.......80-375 Labour, Unskilled ... 0.0489 day @ Tk.... per day Tk.......80-480 Operator,B.dozer/S.F.rollerN.compactor/ 0.0053 day @ Tk.... per day Tk.......80-481 Operator Helper, B.dozer/ S.F.rollerN.c 0.0033 day @ Tk.... per day Tk.......

Sub Total Tk.......

Page No. 6~ ~

~ •

ANALYSIS TEMPLATE REPORTI

Page No. 7

Itr Tk.......Ltr Tk.......Itr Tk.......kg Tk.......cum Tk.......

Tk.......

day Tk.......day Tk.......day Tk.......

Tk.......

day Tk.......day Tk. ......day Tk.......day Tk.......

Tk.......

Tk.......2.5 Tk.......

Tk. ......10% Tk.......

Tk. ......5.5 % Tk.......

Tk.......

1.0518 Itr @ Tk. ... per

0.0052 Ltr @ Tk. ... per

0.0448 Itr @ Tk.... per

0.0012 kg @ Tk.... per

1.0000 cum @ Tk.... per

Sub Total

0.0020 day @ Tk.... per

0.0040 day @ Tk.... per

0.0283 day @ Tk.... per

Sub Total

0.0040 day @ Tk.... per

0.0569 day @ Tk.... per

0.0060 day @ Tk.... per

0.0040 day @ Tk.... per

Sub TotalSum of Sub TotalOverhead &Item TotalContractor'sTotalVATItem Grand Total

~.

80-305 Head Man .

80-375 Labour, Unskilled .

80-480 Operator,B.dozerIS.F.rollerN.compactorl80-481 Operator Helper, B.dozerl S.F.rollerN.c

B.dozerIS.F.rollerN.compactor: 150HP.Excavator Long Boom: 8 hrs day

Cargo Truck (without Fuel& Lubricant)..

Diesel! Fuel .

Hydraulic OilLubricant (Mobile oil etc.) .

Grease, best quality .Royalty of earth .

80. Labour

Eguipment. Tools70-045

70-05770-060

70.

20-245

20-30520-310

20-315

20-560

16-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo20. Materials: Misc.

Weight Unit Element Rate Value

Sum of Sub Total Tk.......Overhead & 2.5 Tk.......Item Total Tk.......Contractor's 10% Tk. ......Total Tk.......VAT 5.5 % Tk.......Item Grand Total Tk.......

Secondary Element


Primary Element

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 102,2616-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 122,7816-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% cornp, cum 123,7916-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% cornp. cum 142.9816-650-30 Ernbk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 128.3916-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 147,5816-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Comp. cum 237.3016-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 256.4916-660-30 300 m to I km and Embk. ht: 0 to 4 m with 90% Cornp. cum 241.8916-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 261.0816-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 289,6316-660-60 I km to 5 km and Ernbk. ht: 4 to 6 m and above with 85% Comp. cum 308,8216-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Comp. cum 294,2316-660-80 1 krn to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 313.42

16 . Earthwork

Rate (TakaUnit Meas.DescriptionItemCode

Printed: February 05,2015

'3L.~--\:JITEM RATE For Barisal O&M Circle

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 943916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 113.3316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 111.2016-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 128.8516-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.8716-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 132.5116-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 206.5916-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 224.2316-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 210.2516-660-40 300 m to I km and Embk. ht: 4 to 6 m and above with 90% Compo cum 227.9016-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 249.9316-660-60 I km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 267.5716-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 253.5916-660-80 I km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 271.24

16. Earthwork


ITEM RATE For Bhola 0 & M CirclePrinted: February 05, 2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.1916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 1130916-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 110.9316-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp, cum 128.5316-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.5516-650-40 Embk. by Mech, Equipment; ht: 4 to 6m & above; 90% cornp. cum 132.1616-660-10 300 m to I km and EmbK. ht: 0 to 4 m with 85% Comp, cum 206.3116-660-20 300 m to 1 km and Embk, ht: 4 to 6 m and above with 85% Comp.. cum 223.9216-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Comp, cum 209.9316-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 227.5416-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 249.6516-660-60 1 km to 5 km and Embk, ht: 4 to 6 m and above with 85% Comp. cum 267.2616-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Comp. cum 253.2716-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 270.88

16. Earthwork


ITEM RATE For Bogra O&M CirclePrinted: February 05,2015

Page No. 1-1

ft·

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 99.4916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 119.4516-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 118.2216-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp, cum 136.7916-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp, cum 1223416-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% cornp. cum 140.9116-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 226.5616-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 245.1316-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 230.6816-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 249.2516-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 274.8916-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 293.4616-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 2790116-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 297.58

16. Earthwork


ITEM RATE For Chandpur O&M CirclePrinted: February 05, 2015

Page No. 1-1

A·•

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 103.2516-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 123.9716-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 124.1716-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 143.4116-650-30 Embk. by Mech, Equipment; ht: 0 to 4m; 90% comp. cum 128.8216-650-40 Embk, by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 148.0516-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Comp. cum 241.5616-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 260.8016-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Comp. cum 246.2116-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 265.4416-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 293.9016-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Comp. cum 313.1316-660-70 1 km to 5 km and Embk, ht: 0 to 4 m with 90% Comp, cum 298.5416-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp, cum 317.78

16. Earthwork


ITEM RATE For Chittagong O&M CirclePrinted: February 05,2015

Page No. I-I

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 960616-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 115.3316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 112.3916-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% cornp. cum 130.2816-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% cornp. cum 116.0516-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 133.9416-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 211.5516-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 229.4416-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 215.2216-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 233.1016-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 254.8916-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 272.7816-660-70 I km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 258.5616-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 276.44

16 . Earthwork


ITEM RATE For Comilla O&M CirclePrinted: February 05,2015

Page No. 1-1

fl·

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 104.1716-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 125.0716-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 125.0816-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% compo cum 144.5016-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 129.7216-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp, cum 149.1516-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 246.0416-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 265.4616-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 250.68 __16-660-40 300 m to I km and Embk. ht: 4 to 6 m and above with 90% Compo cum 270.1116-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 2983716-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 317.8016-660-70 I km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 3030116-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 322.44

16. Earthwork


ITEM RATE For Dhaka O&M CirclePrinted: February 05, 2015

Page No. I-I

4·. .

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 102.4216-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 122.9716-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 123.7616-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% cornp. cum 142.9316-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 128.3916-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp, cum 147.5616-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 240.9416-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 260.1116-660-30 300 m to 1km and Embk. ht: 0 to 4 m with 90% Compo cum 245.5616-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 264.7416-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 293.2816-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 312.4516-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 297.9016-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 317.07

16. Earthwork


ITEM RATE For Feni O&M CirclePrinted: February 05, 2015

·'

Page No. I-I

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.2316-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 113.1416-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% compo cum 1l0.9716-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% cornp. cum 128.5816-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.5916-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 132.2016-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 206.3516-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 223.9616-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 209.9716-660-40 300 m to 1 km and Embk, ht: 4 to 6 m and above with 90% Compo cum 227.5916-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 249.6916-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 267.3016-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 253.3116-660-80 1 km to 5 km and Embk, ht: 4 to 6 m and above with 90% Compo cum 270.93

16. Earthwork


ITEM RATE For Faridpur O&M CirclePrinted: February 05,2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 99.9716-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 120.0216-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% cornp. cum 118,4116-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 137,0816-650-30 Embk. by Mech, Equipment; ht: 0 to 4m; 90% comp. cum 122,0716-650-40 Embk. by Mech, Equipment; ht: 4 to 6m & above; 90% cornp. cum 140,7416-660-\0 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Comp. cum 209.5416-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 228,2116-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Comp, cum 213.2016-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Cornp. cum 231.8716-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 256.3116-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Cornp. cum 274,9816-660-70 1 km to 5 km and Embk, ht: 0 to 4 m with 90% Comp. cum 259,9816-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 278,65

16. Earthwork


ITEM RATE For Jessore O&M CirclePrinted: February 05,2015

Page No. I-I

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.3916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 113.3316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% cornp. cum 111.2016-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 128.8516-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.8716-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 132.5116-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 201.2316-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 218.8816-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 204.9016-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 222.5416-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 244.5716-660-60 I km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 262.2216-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 248.2416-660-80 I km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 265.88

16. Earthwork

Rate (TakaUnit Meas.DescriptionltemCode

ITEM RATE For Khulna O&M CirclePrinted: February 05,2015"

Page No. 1-1

fli·.

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 101.4716-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 121.8316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% cornp. cum 123.0116-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp, cum 142.0316-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 127.6016-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 146.6316-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 236.5116-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp .. cum 255.5416-660-30 300 m to I km and Embk. ht: 0 to 4 m with 90% Compo cum 241.1116-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 260.1316-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 288.8416-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 307.8716-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 293.4416-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 312.47

16. Earthwork


ITEM RATE For Kushtia O&M CirclePrinted: February OS,2015

Page No. 1-1

~ ..

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.4316-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 113.3816-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 111.2416-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 128.9016-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp, cum 114.9116-650-40 Embk. by Mcch. Equipment; ht: 4 to 6m & above; 90% comp, cum 132.5616-660-10 300 m to 1 Ian and EmbK. ht: 0 to 4 m with 85% Compo cum 204.2516-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 221.9016-660-30 300 m to 1 Ian and Embk. ht: 0 to 4 m with 90% Compo cum 207.9116-660-40 300 m to I Ian and Embk. ht: 4 to 6 m and above with 90% Compo cum 225.5616-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 247.5916-660-60 I Ian to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 265.2416-660-70 I Ian to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 251.2516-660-80 I Ian to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 268.90

16. Earthwork


ITEM RATE For Moulvibazar O&M CirclePrinted: February 05,2015

Page No. 1-1

ft·

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 102.2616-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 122.7816-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 123.7916-650-20 Embk. by Mech, Equipment; ht: 4 to 6m & above; 85% comp. cum 142.9816-650-30 Embk. by Mech, Equipment; ht: 0 to 4m; 90% cornp. cum 128.3916-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 147.5816-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Comp. cum 237.3016-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 256.4916-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Comp. cum 241.8916-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Comp, cum 261.0816-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 289.6316-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Comp. cum 308.8216-660-70 1 km to 5 km and Embk, ht: 0 to 4 m with 90% Cornp. cum 294.2316-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp, cum 313.42

16. Earthwork


ITEM RATE For Mymensingh O&M CirclePrinted: February 05,2015

Page No. 1-1

_/iI.

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.3916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 113.3316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 111.2016-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 128.8516-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.8716-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% compo cum 132.5116-660-10 300 m to I km and EmbK. ht: 0 to 4 m with 85% Compo cum 206.5916-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 224.2316-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 210.2516-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 227.9016-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 249.9316-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 267.5716-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 253.5916-660-80 I km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 271.24

16. Earthwork


ITEM RATE For Pabna 0 & M CirclePrinted: February 05, 2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 102.2616-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 122.7816-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp, cum 123.7916-650-20 Embk, byMech, Equipment; ht: 4 to 6m & above; 85% comp. cum 142.9816-650-30 Ernbk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 1283916-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 147.5816-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Cornp. cum 2373016-660-20 300 m to I km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 256.4916-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Cornp. cum 241.8916-660-40 300 m to I km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 2610816-660-50 I km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 289.6316-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Comp. cum 308.8216-660-70 I km to 5 km and Embk, ht: 0 to 4 m with 90% Comp, cum 294.2316-660-80 I km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp. cum 313.42

16. Earthwork


ITEM RATE For Patuakhali WD CirclePrinted: February 05,2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 94.3916-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 1133316-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp, cum 111.2016-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp, cum 128.8516-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 114.8716-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 132.5116-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 200.9416-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 218.5816-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 204.6016-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 222.2516-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 244.2716-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 261.9216-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 247.9416-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 265.59

16. Earthwork


ITEM RATE For Rajshahi O&M CirclePrinted: February 05,2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 104.1716-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 125.0716-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% cornp. cum 125.0816-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% cornp. cum 144.5016-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp, cum 129.7216-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% comp. cum 149.1516-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 238.9016-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 258.3316-660-30 300 m to I km and Embk. ht: 0 to 4 m with 90% Compo cum 243.5516-660-40 300 m to 1 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 262.9716-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 291.2316-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 310.6616-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 295.8816-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 315.30

16. Earthwork


ITEM RATE For Sylhet O&M CirclePrinted: February 05,2015

Page No. I-I

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 92.2516-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 110.7616-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% compo cum 109.7816-650-20 Embk. by Mech. Equipment; ht: 4 to 6m & above; 85% comp. cum 127.1416-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 113.4416-650-40 Embk. by Mech. Equipment; ht: 4 to 6m & above; 90% compo cum 130.8016-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Compo cum 202.4616-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 219.8216-660-30 300 m to 1 km and Embk. ht: 0 to 4 m with 90% Compo cum 206.1316-660-40 300 m to 1km and Embk. ht: 4 to 6 m and above with 90% Compo cum 223.4916-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 245.8016-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Compo cum 263.1616-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Compo cum 249.4616-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Compo cum 266.83

16 . Earthwork


ITEM RATE For Rangpur O&M CirclePrinted: February 05, 2015

Page No. 1-1

16-640-10 Embankment by mechanical excavator, ht: 0 to 4 m cum 102.7816-640-20 Embankment by mechanical excavator, ht: 4 to 6 m and above cum 123.4016-650-10 Embankment by Mech. Equipment; ht: 0 to 4m; 85% comp. cum 124.3016-650-20 Embk. by Mech, Equipment; ht: 4 to 6m & above; 85% comp. cum 143.6016-650-30 Embk. by Mech. Equipment; ht: 0 to 4m; 90% comp. cum 128.9016-650-40 Embk. by Mech, Equipment; ht: 4 to 6m & above; 90% comp. cum 148.2016-660-10 300 m to 1 km and EmbK. ht: 0 to 4 m with 85% Comp. cum 237.8116-660-20 300 m to 1 km and Embk. ht: 4 to 6 m and above with 85% Comp.. cum 257.1116-660-30 300 m to 1 km and Embk, ht: 0 to 4 m with 90% Comp, cum 242.4016-660-40 300 m to 1 km and Embk, ht: 4 to 6 m and above with 90% Cornp. cum 261.7016-660-50 1 km to 5 km and Embk. ht: 0 to 4 m with 85% Comp cum 290.1416-660-60 1 km to 5 km and Embk. ht: 4 to 6 m and above with 85% Comp. cum 309.4416-660-70 1 km to 5 km and Embk. ht: 0 to 4 m with 90% Comp. cum 294.7416-660-80 1 km to 5 km and Embk. ht: 4 to 6 m and above with 90% Comp, cum 314.04

16. Earthwork


Printed: February 05,2015ITEM RATE For Thakurgaon 0 & M Cir Circle

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