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| 1 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation,grass bushes,shrubs saplings and trees girth upto 300 mm removal of stamps of cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness) (i) By Manual means A. In area of light jungle. (JH common SOR 2.03/201(i)(A) Part A) |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls, and other structure comprising of masonry, cement concrete, etc including T&P and scaffolding wherever necessary, sorting the dismantled material and disposal of unservicable material and stacking the servicable material with all leads and lifts of 1000m (lime/cement concrete). (JH common SOR 2.04 (i) Ib Part A) |
| 3 | Earthwork in excavation of canals having discharge between 8.5 cumecs and 0.14 cumecs in ordinary soil (vide classification of soil item- A) including clod breaking, having earth in 225 mm layers and rough dressing of soil with initial lead of 10 M and lift of 1.5 M. all complete as per approved design specification and direction of E/I.( JH 7.1.8 WRD PART-B) |
| 4 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumec (5 cusec) and rennovation of pynes etc disposal of excavated earth etc in ordinary soil including rough dressing with initial lead of 10m. and lift of 1.5m.as per specification and direction of E/I.(JH (7.1.20) WRD PART-B ) |
| 5 | Extra for E/w for each subsequent lift of 1M over the initial lift of 1.5M for ordinary or hard soil (vide classification of soil item- A & B)- for one subsequent additional lifts (JH(7.1.34.1) WRD PART-B ) |
| 6 | E/w in filling in canal banks (canal discharge upto 28cumecs ) as well as special repair of embankement and canal banks in ordinary soil in proper profile (vide classification of soil item - A ) obtained from borrow area or any other sourses free from logs, roots or any other ingredients with initial lead of 15M and initial lift of 1.5m including breading clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I.( Mode of measurement sectional measurement shall be of compacted earth ) (JH (7.1.25) WRD PART-B ) |
| 7 | Watering & consolidation of earth laid in 150mm to 225 mm layers by manual labor with CI hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. ( JH WRD PART -B (7.1.38)) |
| 8 | Providing compacted 75mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand including cost of water, ramming, levelling, and dressing etc. all complete as per specification ( JH WRD 7.2.1A) |
| 9 | Hessain cloth (0.3kg /M2 cot) (JH WRD M-268/P-60) |
| 10 | Providing100mm thick PCC lining in M-150 with nominal mix of (1.2.4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of work and its removal,curing, royalty and all other taxes all complete as per specification (JH WRD 7.2.19.1) |
| 11 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification soil item \"A\" )and disposal of excavated earth so obtained to a distance upto 50.0 meters and average lift of 1.5 meters including levelling and ramming the foundation trenches removing the roots of shrubs etc. all complete as per spesification and direction of E/I. ( JH WRD PART B 7.1.27) |
| 12 | Providing and laying in position cement concrete of specified grade 1:2:4 (1 Cement : 2 Coarse sand (zone III): 4 graded stone aggrigate 20 mm nominal size) exculiding the cost of centering, all work upto plinth level: complete job as per specification and direction of E/I. ( JH BCD 5.3.1.2) |
| 13 | Providing shuttering including strutting and proping etc and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (JH WRD PART-B 7.3.19) |
| 14 | Labour for laying,fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing material and joints properly filled to make them waterproof, all complete as per specification and direction of E/I (300 mm dia) ( JH WRD 7.6.1.3) |
| 15 | Labour for laying,fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing material and joints properly filled to make them waterproof, all complete as per specification and direction of E/I (900 mm dia) (JH WRD 7.6.1.7) |
| 16 | Carriage of materials from quarry to work site at OR-19, 20-21 & 22 of CLMC including cost of loading, unloading and staking- Cement |
| 17 | Carriage of materials from quarry to work site at OR-19, 20-21 & 22 of CLMC including cost of loading, unloading and staking- Sand |
| 18 | Carriage of materials from quarry to work site at OR-19, 20-21 & 22 of CLMC including cost of loading, unloading and staking- Stone chips |
| 19 | Carriage of materials from quarry to work site at OR-19, 20-21 & 22 of CLMC including cost of loading, unloading and staking- Hume pipe a. 300 mm |
| 20 | b. 900mm |
| 21 | Add GST @18% |
| 22 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
