|
| 1 | Earthwork in lip cuting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I7.1.21 |
| 2 | Providing compacted 150mm thick sand filter of required F.M as per design on side slope 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 7.2.1B |
| 3 | Hessian cloth ( 0.3 kg per M2 cot ) M 268 page 61 SOR WRD |
| 4 | Providing and placing stone metal graded filter of size 20 mm to 45 mm in slopes and bed of canals below lining including royalty and other taxes etc all complete as per specification and direction of E/I 7.2.7 |
| 5 | Providing filter ofstone chips size 20 mm and downwellgraded as per design for lined canal , drains , including hand picking etc as perand direction of E/I 7.2.2 |
| 6 | Providing compacted 75 mm 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/I7.2.1A |
| 7 | ProvidingPCC M-150 with nominal mix of( 1:2:4 ) with approved quality of graded stone chips ( 20 mm and down ) and coarse granular sand of requisite FM ( 2.5 to 3.0 ) in lug slab cross and longitudnal sleepers for lining of canal including cost of formwork and its removal , curing , royalty and all other taxes etc. all complete jobas per specification and direction of E/I7.3.1.1/(12.08 A case 1- RCD) |
| 8 | Providing 100mm thick P.C.C 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) in side and bottom curved portion of the canal in panel with construction joint 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 |
| 9 | 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/I for canal side slope 7.2.10.1 |
| 10 | 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/I for canal bed7.2.10.2 |
| 11 | Providing safety valve in lined section of canal with TMT bar embeded in cement concrete ( 1:3:6 ) in accordance with ISS 3872-1966 all complete as per specification and direction of E/I 7.2.16 |
| 12 | Supply fitting and placing un coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications12.42 - RCD |
| 13 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm thick well watered rammed and fully compacted and finely dressed withsuitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I .7.1.31 |
| 14 | Bitumen hot sealing compound grade A , M314 page 10DSR |
| 15 | Clearing grass and removal of rubbishupto a distance of 50 m outside the periphery of the area. (2.02 Part A) |
| 16 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item - A ) and making the bank with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with initial lead of 10 m and and all lifts all complete as per speciifcation and direction of E/I 7.1.43.3 |
| 17 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item - A ) and making the bankswith excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul roadall complete as per speciifcation and direction of E/I 7.1.43.4 |
| 18 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section 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 225 mm layers beyond 500 m and upto 1000 mand all lifts by tipper including construction and maintenance of haul roadall complete as per speciifcation and direction of E/I 7.1.43.5 |
| 19 | Earth Work 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 excavation by hydrauli 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 beaking clods to max 60 mm size placing earth in layers not exceeding 225 mm thickall complete as per specification and direction of E/I.( as per TEC letter no 587 dated 28/09/2006 lead beyond 150m but upto 500m.7.1.26.1 |
| 20 | Earth Work 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 excavation by hydrauli 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 beaking clods to max 60 mm size placing earth in layers not exceeding 225 mm thickall complete as per specification and direction of E/I.( as per TEC letter no 587 dated 28/09/2006 lead beyond 1/2 Km but upto 1.00km. 7.1.26.2 |
| 21 | Earth Work 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 excavation by hydrauli 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 beaking clods to max 60 mm size placing earth in layers not exceeding 225 mm thickall complete as per specification and direction of E/I.( as per TEC letter no 587 dated 28/09/2006 lead beyond 1 KM but upto 2 KM 7.1.26.3 |
| 22 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil mixed with kankar , pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I 7.1.43.1 |
| 23 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil mixed with kankar , pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I7.1.43.2 |
| 24 | Extra for wet earth all complete as per specification and direction of E/I 7.1.22 |
| 25 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water with, making arrangment for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. ( mode of measurment - sectional measurment of compacted earth ) 7.1.39 |
| 26 | Earthwork by scooping in ordinary soil in distributory /water course using hydraulic excavator ( CK 90 ) of Bucket capacity ( 0.9 cum ) including cutting , trimmimg bottom and side slopes of field earth in accordance with requirement of lines grades and cross section all job complete as per specification and direction of E/I ( As per letter number - 950 dt - 9/11/2015 of CE Monitoring Ranchi ) |
| 27 | Diesel pump for 10 HPPM-29 WRD P-83 |
| 28 | PCC 1:3:6 in foundation ( plain cement concrete 1:3:6) nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days )(12.04 RCD) |
| 29 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specificationRCC grade M20 using batching plant , transit mixture concrete pump (12.08 C/ case 1-RCD) |
| 30 | Plain / Reinforced Cement concrete in substructure complete as per drawing and technical specification RCC grade M20 height upto 5musing batching plant , transit mixture concrete pump (13.05 E/p - RCD) |
| 31 | Plain / Reinforced Cement concrete in substructure complete as per drawing and technical specification PCC grade M15 height upto 5 musing batching plant , transit mixture concrete pump (13.05 A/p - RCD) |
| 32 | Providing random rubble stone masonary in cement mortar ( 1:4 ) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening racking out joints to 20 mm depth , curing taxes and royality all complete as per building specification and direction of E/I 5.2.28 Part A 4.28 |
| 33 | Providing random rubble stone masonary in cement mortar ( 1:4 ) in superstructure and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening racking out joints to 20 mm depth , curing taxes and royality all complete as per building specification and direction of E/I 5.2.31 Part A 4.31 |
| 34 | Labour charge for pitchingon apron slope of bank with stoneboulders duly packed(uncrated) complete job ( materials within 150 m and all lifts as per specification and direction of E/I ) 7.7.18 |
| 35 | Supplying fitting and fixing rubber seal ( water stop ) of approved quality for construction joints complete job as per specification and direction of E/I6.7.2 |
| 36 | Dismantling of existing structures like culverts , bridges ,retaining walls and other structure comprising of masonary , cement concrete , wood work , steel work including T& P scaffolding whereever necessary , sorting the dismentelled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters rubble stone masonary in cement mortar 2.04(iii) II A Part A |
| 37 | Dismentling of existing structures like culvurts , bridges ,retaining walls and other structure comprising of masonary , cement concrete , wood work , steel work including T& Pscaffolding whereever necessary , sorting the dismentelled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters cement concrete Grade M-15 & M-20 2.04(i)(II)APart A |
| 38 | Labour charge Taking out disturbed boulder from boulder pitching or rip rap or rock toe etc and cleaning the surface and stacking the same within a lead of 100 m as per specification and direction of E/I7.7.41 |
| 39 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works above 600 mm to 900 mm dia 2.04(ix)B - Part A |
| 40 | Providing tuck pointing in cement on stone masonary ( 1:3) withclean coarse sandFM( 1.5 ) including screening , curing with all leads and lifts of water scffolding taxes and royalityall completeas per building specification and direction of E/IBCD5.7.10 part A 3.10 |
| 41 | Providing and fixing in position 25 mm thick bituminasticboard ( shallitex or equivalent ) as per IS1838-1983 in expansion or construction jointscomplete job as per spectification and direction of E/I 7.8.3 |
| 42 | Providing and fixing in position Bitumen filler (bitumen, cement and sand) in construction joints complete job as per spectification and direction of E/I 7.8.4 |
| 43 | Dismentling of existing structure like culverts bridges retaining wall 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 matrial with all lifts and lead of 1000 meters scraping plaster in lime or cement mortar from brick/stone masonarywith all leads all complete as per direction of E/I. Part A 2.04(viii) |
| 44 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I 6.7.6 Part A |
| 45 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50m and average lift of 1.5m including levelling, ramming the foundation trenches removing the roots or shrub etc. all complete as per specification and direction of E/I. 7.1.27 |
| 46 | Furnishing and placing reinforced / pre stressed cement concrete in super structure as per drawing and technical specification for solid slab superstructure height upto 5 m Rcc m-20 using Batching plant transit mixer and concrete pump Part-A 14.01 A/ (i)(p) |
| 47 | Providing 25mm thick waterproof cement plaster(1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approvedwater proofing compound including screening,curing with all leads and lifts of water scaffolding and royalty all completeas per building specification and direction of E/I.BCD5.7.16 Part A-3.16 |
| 48 | Providing 25mm thick cement plaster (1:4) with cleam coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. BCD5.7.12 Part A-3.12 |
| 49 | Boulder with minimum size of 300 mm for pitching at queryM018 p-81 WRD |
| 50 | Carriage of Materials Cement fromSarath20KM |
| 51 | Steel fromSarath 20 KM |
| 52 | Sand from Raniganj Sarath (21KM+2KM) |
| 53 | Stone chips fromMathurapur(55KM+2KM) |
| 54 | Stone boulder from Mathurapur(55KM+2KM) |
| 55 | Bitumen from Bokaro153 Km |
| 56 | Boulder carriage 3 Km |
| 57 | Stone metal (55KM+2KM) |
| 58 | GST @ 18%(system generated, hence no separate rate is to be quoted for this item) |
| 59 | Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item) |
