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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. By manual means (2.02) Part A WRD |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (i) Lime/Cement Concrete (I) By manual means (B) Cement Concrete Grade M-15 & M-20 (RCD Part B 2.04 (i) I B) |
| 3 | Providing 100mm 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 FM (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of form work and its removal, curing, royalty and all other taxes complete job as per specification and direction of E/I. (7.2.19.1)WRD PART-B |
| 4 | Providing compacted 150mm 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 and direction of E/I. (7.2.1.B) WRD PART- B |
| 5 | Supplying laying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-Part B-M-072, P-35) |
| 6 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/l. For Canal side slope (7.2.10.1)WRD-Part B |
| 7 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/l. For Canal Bed (7.2.10.2)WRD-Part B |
| 8 | Earth work in bed clearance or desilting of canals carrying F.S. discharge of 28 cumecs (1000 cusecs) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc. with initial lead of 30m. and lift of 1.5m.as per specification and direction of E/I. (7.1.18) WRD PART-B |
| 9 | Extra for wet earth all complete as per specification and direction of E/I. (7.1.22) WRD PART-B |
| 10 | Extra for earth work for each subsequent lift of 1M over the initial lift of 1.50M for ordinary and hard soil (vide classification of soil item- A & B)(7.1.34.1) WRD PART-B -For 2 subsequent lift @ Rs. 13.27/cu.m X 2 i.e., Rs. 26.54/cu.m |
| 11 | Extra for earth work for each subsequent lift of 1M over the initial lift of 1.50M for ordinary and hard soil (vide classification of soil item- A & B)(7.1.34.1) WRD PART-B -For 3 subsequent lift @ Rs. 13.27/cu.m X 3 i.e., Rs. 39.81/cu.m |
| 12 | Extra for earth work for each subsequent lift of 1M over the initial lift of 1.50M for ordinary and hard soil (vide classification of soil item- A & B)(7.1.34.1) WRD PART-B -For 4 subsequent lift @ Rs. 13.27/cu.m X 4 i.e., Rs. 53.08/cu.m |
| 13 | Extra for earth work for each subsequent lift of 1M over the initial lift of 1.50M for ordinary and hard soil (vide classification of soil item- A & B)(7.1.34.1) WRD PART-B -For 5 subsequent additional lifts @ Rs. 13.27/cu.m X 5 i.e., Rs. 66.35/cu.m |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD PART -B |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (5.3.1.1) BCD PART -B |
| 16 | Providing shuttering, including strutting proping etc and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (7.3.19) WRD PART-B |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification (JH-RCD 14.02) |
| 18 | Colour washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing,scaffolding,washing,of floors and taxes all complete as per building specification and direction of E/I.(5.8.6 BCD) |
| 19 | E/w in excavation of canal and dhars carrying minimum full supply discharge above 28 cumecs (1000 cumecs) in ordinary soil (vide classification of soil item - A )and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers with initial lead of 30M and lift of 1.5m all complete as per approved design. specification and direction of E/I.(7.1.6 WRD PART B) |
| 20 | Extra for earth work in hard soil (vide classification of soil item - B ) all complete as per specification and direction of E/I.(7.1.10 WRD PART B) |
| 21 | Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M. including the cost of formation of sub grade of canal lining, profiling , leveling controlling of slope and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(7.1.21 WRD PART B) |
| 22 | Earthwork in flood embankment canal banks as well as special repair of embankment in canal bank in grade A & B types of soil ( vide soil - A and B) in proper profile excavated by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.(Lead beyond 1/2 km but upto 1 km) (7.1.26.2) WRD-Part B |
| 23 | Watering & consolidation of earth laid in 150mm to 225 mm layers by manual labour 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. (7.1.38) WRD PART-B |
| 24 | Providing random rubble stone masanory in C.M. (1:4) in foundation and plith with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction E/I. (5.2.28) WRD-Part A, P- 204 |
| 25 | Fine dressing of the canal bank or embankment and turfing with 75mm thick grass sods, obtained within lead of 150m including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I. (7.1.42.1) WRD part B |
| 26 | Supplying and laying (properly as per design and drawing) rip rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I (5.6.8)WRD-Part A, P-209 |
| 27 | Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Cement |
| 28 | Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Sand |
| 29 | Carriage of materials from quarry to work site at 32.238 to 40.845 of CLMC including cost of loading, unloading and staking- Stone Chips |
| 30 | Carriage of materials from quarry to work site at 43.30 to 49.70 of CLMC including cost of loading, unloading and staking- Cement |
| 31 | Carriage of materials from quarry to work site at 43.30 to 49.70 of CLMC including cost of loading, unloading and staking- Sand |
| 32 | Carriage of materials from quarry to work site at 43.30 to 49.70 of CLMC including cost of loading, unloading and staking- Stone Chips |
| 33 | Carriage of materials from quarry to work site at 43.30 to 49.70 of CLMC including cost of loading, unloading and staking- Steel |
| 34 | Carriage of materials from quarry to work site at 43.30 to 49.70 of CLMC including cost of loading, unloading and staking- Boulder |
| 35 | Carriage of materials from quarry to work site at 49.70 to 54.86 of CLMC including cost of loading, unloading and staking- Cement |
| 36 | Carriage of materials from quarry to work site at 49.70 to 54.86 of CLMC including cost of loading, unloading and staking- Sand |
| 37 | Carriage of materials from quarry to work site at 49.70 to 54.86 of CLMC including cost of loading, unloading and staking- Stone Chips |
| 38 | Carriage of materials from quarry to work site at 49.70 to 54.86 of CLMC including cost of loading, unloading and staking- Steel |
| 39 | Carriage of materials from quarry to work site at 54.86 to 59.72 of CLMC including cost of loading, unloading and staking- Cement |
| 40 | Carriage of materials from quarry to work site at 54.86 to 59.72 of CLMC including cost of loading, unloading and staking- Sand |
| 41 | Carriage of materials from quarry to work site at 54.86 to 59.72 of CLMC including cost of loading, unloading and staking- Stone Chips |
| 42 | Carriage of materials from quarry to work site at 54.86 to 59.72 of CLMC including cost of loading, unloading and staking- Steel |
| 43 | Carriage of materials from quarry to work site at 54.86 to 59.72 of CLMC including cost of loading, unloading and staking- Boulder |
| 44 | Add GST @18% |
| 45 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
