Renovation of Earthen Dam, canal Re-sectioning, Lining and Renovation of structures under Surangi Reservoir 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 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

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) Two extra lift

E/W in excavation and filling in canal by the hudraulic 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 cloud braking and laying earth in 225 mm layers upto 500m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.

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.

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).

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 dam fill in semi previous and impervious zone excavation by hydraulic excavator and carriage by tripper truck making dam in proper design section including earth to be laid in layers of not more than 225mm thick and breaking of clods to maximum 63mm cubes with all lifts including construction and maintainenace of haul road etc. etc all complete as per specification and direction of E/I. Lead beyond 150M but upto 500M

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.

Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1 km lead including watering and ramming till growth of the grass all complete as per specification of E/I.

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 corse clean local sandin filling in foundation trnches including ramming,watering ,royalty and all other taxes complete job as per specification and direction of E/l.

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.

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.

Supply of stone Boulder with minimum size of 300mm for pitching at Quarry.

Dismantling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m. lead and disposal of un serviceable materials with all leads all complete as per direction of E/I.

Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable material with all leads all complete as per direction of E/I.

Removing all type of Hume pipes and stacking withing a lead of 1000 meters including earthwork and dismentaling of masonary works. Above 900mm dia.

Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heal trenches, toe drain as per design and drawing including the cost of materials, royalty but excluding the cost of carriage all complete as per specification and direction of E/I.

Supplying and laying sand filter on slope of the dam as per design drawing with watering and compaction including the cost of materials, royalty but excluding the cost of carriage all complete 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 12mm 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 two coat of snowcem of approved shade and make over a Coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel 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. By Manual Means, Grading- II (Using Screening Crushable type such as Moorum or Gravel)

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 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 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.

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2m centre to centre, complete as per approved drawings E/I.

Labour for scrapping old paint with paint remover and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per building specification and direction of E/I.

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification).

Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over old wooden surface including cleaning the surface after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

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. 1200 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. 1000 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.

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.

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 compacted 100mm 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.

Supplying fitting and fixing 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.

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 100/75mm 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. Cement From Bundu to work site. Lead:- 41Km (P) + 5Km (K)

Providing Carriage of Materials including loading, unloading and stacking. Steel From Bundu to work site. Lead:- 41Km (P) + 5Km (K)

Providing Carriage of Materials including loading, unloading and stacking. Sand from Karkari river to work site Lead :- 2Km (K) + 15Km (P) + 5Km (K)

Providing Carriage of Materials including loading, unloading and stacking. Stone Boulder from Chandudih to work site. Lead :- 2Km (K) + 25 KM (P) + 5 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Stone Chips from Chandudih to work site. Lead :- 2Km (K) + 25 KM (P) + 5 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Stone Metal from Chandudih to work site. Lead :- 2Km (K) + 25 KM (P) + 5 KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Moorum from Local Area. Lead 5KM (K)

Providing Carriage of Materials including loading, unloading and stacking. Hume Pipe From Jamshedpur to work site. Lead :- 65 KM (P) + 5 KM (K)

Labour cess@1%

LORDS INFRACON PRIVATE LIMITED