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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area with all leads, lifts, sundries, T&P required for the work etc. complete as per the direction of Engineer-in-charge. |
| 2 | Dismantling and removing cement concrete including stacking, the useful materials for reuse and removing debris abate from worksite with all lead etc. complete as per direction of Engineer-in-charge. |
| 3 | Earthwork in Oridinary soil within initial lead of 50M. and initial lift of 1.5M. Including rough dressing, levelling the bed and depositing the excavated earth away from worksite etc. complete as per specification and direction of the Engineer-in-charge. |
| 4 | Earthwork excavation in all kind of soil including dressing and levelling the bed and depositing the excavated materials away from the work site with all leads, lifts, sundries, T&P required for the work etc complete as directed by the Engineer in Charge |
| 5 | Filling in foundation and plinth with sand including cost, conveyance & royalty of all materials to the work site including watering & ramming with all leads, lifts, sundries & T&P etc . complete, as per direction of Engineer-in-Charge. |
| 6 | Cement concrete M-15 using 40 mm & down graded H.G.C.B. Chips free from weathered skin surface including cost, carriage royalty and taxes of all materials to the work site mixing and laying of concrete in position and compacted properly with all leads, lifts, sundries, T & P required for the work etc. complete as per the direction of the Engineer in charge. |
| 7 | Cement concrete M-20 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge. |
| 8 | Rigid smooth centering & shuttering for cement concrete works including false work & dismantling after casting and clearing the debries from worksite with all leads,lifts, sundries including cost ,conveyance labour T&P etc. complete as directed by Engineer-in-charge. i. Foundation |
| 9 | ii) Slab |
| 10 | III) Wall |
| 11 | Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and techniocal specification including cost ,conveyance and royalty of all materials to site , T & P sundries,etc. complete as per direction of Engineer-in-charge. |
| 12 | Filling in foundation and Plinth with excavated materials incluiding watering ,ramming etc complete as per direction of Engineer in charge |
| 13 | Excavation of any type of soil in approved borrow area by mechanical means loading into & transportation by mechanical means & unloading the soil with all lead on properly prepared surface including breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 22.5 cm with all leads,lifts, sundries including cost ,conveyance labour T&P etc. complete as directed by Engineer-in-charge |
| 14 | Supplying, laying and fixing NP3 class R.C.C. hume pipe in position and joint with necessary twisted and coal tarred hemp yarn including crawling and filling the joint with C.M. (1:1) including cost, carriage, royalty, taxes etc. of hume pipe and all other materials and complete as directed by Engineer-in-Charge |
| 15 | RCC M-25 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge. |
| 16 | PCC M-30 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge. |
| 17 | RCC M-35 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. including hoisting &nlaying complete as per the direction of Engineer-in-charge. |
| 18 | R.C.C work of M-40 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc including hoisting & laying. complete as per the direction of Engineer-in-charge. |
| 19 | Cement concrete M-15 with hard granite crusher broken coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc. complete as per the direction of Engineer-in-charge |
| 20 | R.C.C work of M-30 with hard granite coarse aggregates of maximum nominal size 20mm and down graded free from weathered skin including cost, conveyance, royalty and other taxes of all materials to the work site, mixing and laying of concrete in position & compacted properly with all leads, lifts, sundries with all hire & running charges of machineries such as concrete mixer, vibrator etc. required for the work site with proper compaction and curing etc including hoisting & laying. complete as per the direction of Engineer-in-charge. |
| 21 | Filling bitumen & cement & jute fibre in expansion joints inclusive of cost of materials, bitumen & cement proportion (3:1) including clearing before pouring 12mm to 25mm & 15 cm depth etc.complete and as per the direction of Engineer-in-charge. |
| 22 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 70 mm dia PVC pipe of approved specification, extending through the full width of the structure with slope of 1V : 20H towards drawing face and as per drawing and Technical specification including cost, conveyance, royalty, taxes of all materials with all labour, T&P includinng finishing the surface smooth with all leads , lift =sand delift including dewatering with required etc. complete & as per direction of the department as directed by the Engineering-in- charge. |
| 23 | Supplying and fixing 15cm dia and 1m long guard posts of R.C.C. (1:2:4) using 7.5Kg. Of steel for each guard post with 12mm size H.G.C.B. chips including cost of all reinforcement and materials centering shuttering and watering carrying etc. complete as per direction of the Engineer -in charge. |
| 24 | Supplying Fitting & fixing intrue line and level Elastomeric bearing conforming to IRC 83 ( part-II) section IX and clause 2005 of MORTH specification complete including all accessories as per drawing and technical Specification as directed by the Engineering-in- charge. |
| 25 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth gravel and moorum etc. interspread with boulders up to 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete as directed by the Engineering-in- charge. |
| 26 | Providing and laying of filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in cluse 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per dwawing and technical specificationas as directed by the Engineering-in- charge. |
| 27 | Collection , stacking and mixing sand and moorum in 40 :60 proportion , conveying and laying the admixture on prepared surface of the canal inside slopes in proper profile and thickness , watering and ramming the same to proper density including cost, conveyance, royalty and taxes of all materials , all labour complete as directed by the Engineering-in- charge. Please Enable Macros to View BoQ information |
