Lining work of South Harna Main canal, North Harna Main canal and Maheshpur distributory and Restoration of structures of Harna weir scheme under Godda district

Amount

Clearing grass and Removal of Rubbish upto a distance of 50 metres outside the periphery of the area. By Manual means (vide SOR Item No. Part A 2.02)

Earth work in bed clearance or desilting of canals carrrying 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 30 m and lift of 1.5 m as per specification and direction of E/I. (vide SOR Item No. 7.1.18)

Earthwork 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, 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/I. (vide SOR Item No. 7.1.21)

Earthwork in filling in canal banks (canal discharge upto 28 cumecs) as well as special repair of canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15M and lift of 1.5M including breaking 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). (vide SOR Item No. 7.1.25)

E/W 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 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 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 150m but upto 500m. (vide SOR Item No. 7.1.26.1)

E/W 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 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 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1/2 km but upto 1 km. (vide SOR Item No. 7.1.26.2)

E/W 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 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 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 1 km but upto 2 km. (vide SOR Item No. 7.1.26.3)

E/W 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 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 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 2 km but upto 3 km. (vide SOR Item No. 7.1.26.4)

Earthwork 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 shrubs etc. all complete as per specification and direction of E/I. (vide SOR Item No. 7.1.27)

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 with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I. (vide SOR Item No. 7.1.31)

Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. (vide SOR Item No. 7.1.37)

Labour for rolling & compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achive minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all lead 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 measurement- sectional measurement of compacted earth). (vide SOR Item No. 7.1.39)

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 upto 500m and all lift by tripper including construction and maintenance of haul road all complete as specification and direction of E/I. (vide SOR Item No. 7.1.43.4)

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 but upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as specification and direction of E/I. (vide SOR Item No. 7.1.43.5)

E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item - C with 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/I. (vide SOR Item No. 7.1.43.6)

E/W in excavation in canal by the hydraulic excavator (Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item - C with 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/I. (vide SOR Item No. 7.1.43.8)

E/W in excavation in canal by the hydraulic excavator (Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item - C with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (vide SOR Item No. 7.1.43.9)

Earth work by scooping in ordinary soil in distributory/water courses using hydraulic excavator (CK90) of bucket capacity (0.90 cum) including cutting, trimming bottom and side slopes of field earthin accordance with requirement of line, grade and cross section all job completed as per specification and direction of E/I. (As Per letter no 950, dt. 9/11/15 of CE Monotoring Ranchi).

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 and direction of E/I. (vide SOR Item No. 7.2.1 A)

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. (vide SOR Item No. 7.2.1 B)

Providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification and direction of E/I. (vide SOR Item No. 7.2.2)

Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. (vide SOR Item No. 7.2.7)

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 3.0) 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. (vide SOR Item No. 7.2.19.1)

Providing P.C.C.M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty and all other taxes etc.all complete job as per specification and direction of E/I. (vide SOR Item No. 7.3.1.1 / 12.08 A Case I Part A)

Providing hessian cloth (0.3 kg/ m2 Cot.) (vide SOR Item No. M-268 Page-61 SL-81)

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 (both side)) (vide SOR Item No. 7.2.10.1)

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materias of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (For canal bed) (vide SOR Item No. 7.2.10.2)

Providing Safety valve in lined section of canal with TMT bar embeded in cement concrete (1:3:6) in accordance with I.S.S. 3872-1966 all complete as per specification and direction of E/I. (vide SOR Item No. 7.2.16)

Plain /Reinforced Cement concrete in open foundation complete as per drawing and technical specification P.C.C. Grade M -15 using batching plant and concrete pump (vide SOR Item No. RCD 12.08 A Case I)

Plain /Reinforced Cement concrete in open foundation complete as per drawing and technical specification R.C.C. Grade M -20 using batching plant, transit mixer and concrete pump (vide SOR Item No. RCD 12.08 C Case I)

Plain / Reinforced Cement concrete in sub structure complete as per drawing and technical specification P.C.C. Grade M -15 Height up to 5 m (A) PCC Grade M15 using batching plant & concrete pump (vide SOR Item No. RCD 13.05 A(p))

Plain /Reinforced Cement concrete in sub structure complete as per drawing and technical specification R.C.C. Grade M -20 Height up to 5 m RCC Grade M20 using batching plant, transit mixer & concrete pump (vide SOR Item No. RCD 13.05 E(p))

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm. depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (vide SOR Item No. 7.4.10 / Part A 4.28)

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm. depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification and direction of E/I. (vide SOR Item No. 7.4.13 / Part A 4.31)

Providing 25 mm thick cement plaster (1:4) with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. (vide SOR Item No. 7.5.5 / Part A 3.12)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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 By Manual means Lime concrete, cement concrete grade M-10 and below (vide SOR Item No. Part A 2.04 (i) I A)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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 By Manual means Cement concrete grade M-15 and M-20 (vide SOR Item No. Part A 2.04 (i) I B)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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. Scraping plaster in lime or cement mortar from Brick/Stone Masonry (vide SOR Item No. Part A 2.04 (viii))

Labour for laying, fitting and fixing NP2 hume Pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. 150mm dia (vide SOR Item No. 7.6.1.1)

Labour for laying, fitting and fixing NP3 hume Pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I. (Hume pipe available within a lead of 40m.) 600mm dia. (vide SOR Item No. 7.6.2.2)

Labour for laying, fitting and fixing NP3 hume Pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I. (Hume pipe available within a lead of 40m.) 900mm or 1000mm dia. (vide SOR Item No. 7.6.2.4)

Labour for laying, fitting and fixing NP3 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. (Hume pipe available within a lead of 40m.) 1200mm dia. (vide SOR Item No. 7.6.2.5)

NP2 RCC Hume Pipe with collar (as per I.S.S. 458-1971). (ii) 150mm dia. (vide SOR Item No. M-300 (ii) Page-84)

NP3 RCC Hume Pipe (as per I.S.S. 458-1971) (iii) 600mm dia. (vide SOR Item No. M-301 (iii) Page-85)

NP3 RCC Hume Pipe (as per I.S.S. 458-1971). (v) 800mm & 900mm dia. (vide SOR Item No. M-301 (v) Page-85)

NP3 RCC Hume Pipe (as per I.S.S. 458-1971). (vii) 1200mm dia. (vide SOR Item No. M-301 (vii) Page-85)

Providing Weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (vide SOR Item No. 7.8.6 / Part A 6.9)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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 By Mechanical means Cement concrete grade M-15 and M-20 (vide SOR Item No. Part A 2.04 (i) II A)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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. By Mechanical means Dismantling Brick/Tile work/rubble masonary/pitching/etc. by mechanical means (vide SOR Item No. Part A 2.04 II A )

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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. Removing all type of Hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry work. Above 600mm to 900mm dia. (vide SOR Item No. Part A 2.04 (ix) B)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, 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. Removing all type of Hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry work. Above 900mm dia. (vide SOR Item No. Part A 2.04 (ix) C)

Labour charge for 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 100M as per specification and direction of E/I. (vide SOR Item No. 7.7.41)

Supply of Boulder with minimum size of 300 mm for Pitching at Quarry. (vide SOR Item No. M-018 WRD SOR Page-81)

Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150m and all lifts) as per specification and direction of E/I. (vide SOR Item No. 7.7.18)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (vide SOR Item No. RCD 12.42)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading II using Screening Crushable type such as Moorum or Gravel. (vide SOR Item No. RCD 4.11 B (ii) (a))

(i) Cement (25 km P + 3 km K) = 28 Km

(ii) Sand (20 km P+3 km K) = 23 km

(iii) Stone Chips (76 km P+3 km K) = 79 km

(iv) Metal (76 km P+3 km K) = 79 km

(v) Boulder (76 km P+3 km K) = 79 km

(vi) Steel (25 km P + 3 km K) = 28 Km

(vii) Hume Pipe (25P+3K) = 28 Km

(viii) Bitumen (280P+3K) = 283Km

(ix) Moorum (10P+3K ) = 13Km

(x) Boulder from Surplus A/C = 3Km

GST @ 18% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

Velji Ratna Sorathia Infra Pvt. ltd

KAVERI ENGINEERING PROJECTS PVT LTD

MATESHWARI CONSTRUCTION