Restoration work of Ichagarh Branch Canal including Lining under Kanchi Weir Irrigation Scheme

Amount

Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.

Preparation of seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E/I.

Earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item–A) including clod breaking having earth in 225mm layer and rough dressing of soil with initial lead of 10M and lift of 1.5M all complete as per approved design, specification and direction of E/I.

Extra for earth work in hard soil (vide classification of soil item – B) all complete as per specification and direction of E/I.

Extra for earth work in each additional lead of 25m beyond the initial as per specification and direction of E/I. For ordinary and hard soil. (Vide classification of soil item A & B) One extra lead

Extra for earth work in each additional lead of 25m beyond the initial as per specification and direction of E/I. For ordinary and hard soil. (Vide classification of soil item A & B) Two extra lead

Extra for earth work in each additional lead of 25m beyond the initial as per specification and direction of E/I. For ordinary and hard soil. (Vide classification of soil item A & B) Three extra lead

Extra for earth work in each additional lead of 25m beyond the initial as per specification and direction of E/I. For ordinary and hard soil. (Vide classification of soil item A & B) Four extra lead

Extra for earth work in each subsequent lift of 1M over the initial lift of 1.5M. For ordinary and hard soil. (Vide classification of soil item A & B) One extra lift

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.

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 60 mm 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 dt. 22.09.06) Lead beyond 150M but upto 500M.

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 60 mm 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 dt. 22.09.06) Lead beyond 1/2 KM but upto 1 KM.

Labour for rolling and compacting the earth in layer of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% dry density, including sprinkling the required quantity of water, making arrangement 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 & plants etc. for lined canal all complete job as per specification and direction of E/I. (Mode of measurement sectional measurement of compacted earth).

Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. 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.

Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods, obtained within lead of 150M, including the cost of watering the grass surface till it acquire greenness as per specification and direction of E/I.

Extra for each lead of 150m over initial lead of 150m. For Two extra lead :-

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 up to 50M and average lift of 1.5 M including leveling ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I.

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/l.

Supply of stone Boulder and Labour charge 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.

Providing rough dresses random rubble stone masonry in CM (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 20 mm depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification & direction of E/I.

Providing rough dresses random rubble stone masonry in CM (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 20 mm depth, curing scaffolding and its removal wherever required including royalty and all etc. complete job as per specification & direction of E/I.

Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.(2.5 to 3.0) washed and screened , scaffolding where ever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E/l.

Providing & laying PCC M-100 with nominal mix of (1:3:6) in foundation of various component of canal or embankment structures with approved quality of 40 mm. graded coarse aggregate of required grade (as Per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/l.

Providing & laying PCC M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankment structures with approved quality of 20 mm. graded coarse aggregate of required grade (as Per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/l.

Providing and laying R.C.C. M-200 with nominal mix of (1:11/2:3) in superstructure of various component of canal or embankment structures with approved quality of 20mm graded coarse aggregate of required grade (as Per design) and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/l.

Providing TMT bar reinforcement (tor steel) as per approved design, drawing, removal of rust , cutting, bending, binding, including supplying annealed wire, placing TMT rods in position all complete job as per specification and direction of E/l.

Supplying and Labour for laying, fitting and fixing NP3 RCC Hume pipe in line level and grade as well as providing approved joining material and joints properly filled to make them leak proof all complete job as per specification and direction of E/I. 1000 mm Dia NP3 Hume pipe.

Supplying and Labour for laying, fitting and fixing NP3 RCC Hume pipe in line level and grade as well as providing approved joining material and joints properly filled to make them leak proof all complete job as per specification and direction of E/I. 900 mm Dia NP3 Hume pipe.

Supplying and Labour for laying, fitting and fixing NP3 RCC Hume pipe in line level and grade as well as providing approved joining material and joints properly filled to make them leak proof all complete job as per specification and direction of E/I. 600 mm Dia NP3 Hume pipe.

Supplying and Labour for laying, fitting and fixing NP2 Hume pipe with collars in line level and grade as well as providing approved joining material and joints properly filled to make them water proof all complete job as per specification and direction of E/I. 300 m Dia NP2 Hume pipe.

Supplying and Labour for laying, fitting and fixing NP2 Hume pipe with collars in line level and grade as well as providing approved joining material and joints properly filled to make them water proof all complete job as per specification and direction of E/I. 150 mm Dia NP2 Hume pipe.

Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.

E/W 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 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.

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 per specification and direction of E/I.

Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3) in slope & bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I.

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.

Providing and Laying LDPE film 100 micron in bed and side slope below PCC lining of canal & w/c all complete as per specification and direction of E/I. (92gm/Sqm).

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 sleeper 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.

Providing 100mm thick PCC lining in M-150 with normal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality of required FM ( 2.5 to 3) in side & bottom curved portion of the canal in panel with construction joined including cost of from work and its removal curing, roylty and all other taxes, complete job as per specification & direction of E/I.

Providing 10mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification & direction of E/I. For canal side slope.

Providing 10mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification & direction of E/I. For canal bed.

Providing 50mm dia non return pocket valve complete with bolts, and nuts etc. all complete as per specification & direction of E/I.

Providing Carriage of Materials including loading, unloading and stacking. LDPE Film From Kolkata to work site. Lead :- 345 KM (P)

Providing Carriage of Materials including loading, unloading and stacking. Bitumen (VG-10) From Bokaro to work site. Lead :- 127 KM (P)

Providing Carriage of Materials including loading, unloading and stacking. Cement From Bundu to work site. Lead:- 45Km (P)

Providing Carriage of Materials including loading, unloading and stacking. Steel From Bundu to work site. Lead:- 45Km (P)

Providing Carriage of Materials including loading, unloading and stacking. Sand from Subarnarekha River at Triuldih to work site. Lead 3 km (K) + 25 km (P)

Providing Carriage of Materials including loading, unloading and stacking. Stone Boulder from Chandudih to work site. Lead :- 38 KM (P) + 4 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Stone Chips from Chandudih to work site. Lead :- 38 KM (P) + 4 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Stone Metal from Chandudih to work site. Lead :- 38 KM (P) + 4 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Hume Pipe From Jamshedpur to work site. Lead :- 85 KM (P)

Labour cess@1%

MEGOTIA CONSTRUCTION PVT LTD

Velji Ratna Sorathia Infra Pvt. ltd