|
Requirement :
|
MAINTENANCE OF ORHANI RESERVOIR SCHEME - Earth Work in stripping in all kinds of soil including moorum soil, soil mixed with kanker, pebbles and boulderupto 300 mm size and disposal of the same along with all organic materials (beyond 50 mtr away from toe of the dam base in the country side) with initial lead of 150m and all lifts. as per specification & direction of E/I.
Earth Work in dam fill in semi pervious or impervious zone by mannual excavation and carriage by truck including loading, including, making dam in proper design section including earth to be laid in layers of not more than 225mm thick with all lift and breaking clods tomaximum 63mm cubs as well as construction and maintanance of haul roads, all complete as per specification & direction of E/I lead beyond 1.0 km but upto 2.0 km [7.1.22.3].
Watering and consolidation of earth laid in 150mm to 225mmlayers by manual labors with C I hammers to achieve minimum 85% of dry density including Supply of water and necessary tools and pants with all lead and lift all complete as per direction of E/I 5.1 38.
Supplyand Laying 300mm thick humous earth layer on slopes of dam with mannual compaction and turfing. The Surface with approved dub grass with 1k.m lead including watering and ramming till growth og grass, all complete as per specification & direction of E/I [7.1.37].
Providing coarse clean local sand in Filling in foundation trenches including ramming watering royalty all complete job as per specification and direction of E/I..5.1.37.
Providing brick flat soling with designation 100Abrick joint filled with coarse sand approved quality including royalty etc complete as per approved design specification and direction of E/I.
Providing and Laying PCC M150 with nominal mix of 124 in foundations of various component of Canal or embankment Structure with approved quality of graded coarse aggregate of required grade(as per design) and approved quality sand of requisite FM Washed and screened including necessary tools and plants vibrating curing royalty etc excluding cost of form Work as well Reinforcement its cutting bending binding and placing complete job as per specification and direction of E/I 53.4.
B/Win designation 100A brick with CM 14in foundation with approved coarse sand of requisite FM washed and screened with raking out joint to 12mm depth scaffolding and its removal wherever required including royalty complete as per specification and direction of E/I [5.4.2].
Providing 12mm thick CP(14)with approved quality of sand of requisite FM washed and screened including curing scaffolding wherever required and its removal royalty complete as per specification and direction of E/I [7.5.2].
Providing 1.5mm thick cement punning including curing royalty all complete job as per specification and direction of E/ I [7.5.10].
Dismantling of old plaster.
Labour charge for taking out disturb boulder from pitching or rip rap or rock toe etc and cleaning the Surface and staking the same with a leadoff 100m as per approved design specification and direction of E/I 5.7.41.
Supply and Laying good quality of stone filter(size 20mm to 63mm)in rock toe heal trench toe drain a per design and drawing including the cost of materials royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I 7.6.3.
Supplying and Laying (properly as per design and drawing) rip rap with good quality of boulder duly packed including the cost of materials, royality etc. but excluding the cost of carriage, all complete job as per specification and direction of E/I [7.6.8].
Supply of Boulder.
Carriage of materials -Local sand (2p+1k), Coarse sand(10p+1k),Chips(125p+1k) from Mirjachowki,Stone(125p+1k) from Mirjachowki, Bricks(7p+1k)from Ghogha, Earth Work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. including getting out the excavated soll and disposal of surplus excavated soll as directed, within a lead of 50m.
Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, royalty all complete as per Building specification and direction of E.
Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of centring shuttering 5.1.3 Finishing and Reinforcement-All Work puto plinth level 1153 33.90 (1 cement 1.5 coarse sand3 graded stone aggregate 20 mm nominal size).
Brick Work with bricks of class designation 100A in 6.1.14A foundations and plinth in Cement mortar 16.
Brick Work with bricks of class designation 100A in foundations and plinth In Cement mortar 16 (1 cement 6 coarse sand ) Extra for brick Work in superStructure above plinth level upto floor five [6.1.14A + 6.3A].
Reinforced cement concrete Work in wall (any thickness), induding attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level 18.91 excluding cost of centring, shuttering, finishin and Reinforcement. 1153(1 cement 1.5 coarse sand3 graded stone aggregate 20mm nominal size) [5.2.2].
12 mm cement plaster 14( 1 cement4coarse sand) finished with a floating coat of neat cement [13.72.2].
Providing and fixing 1 mm thick M.S.sheet sliding - shutters. with frame and diagonal braces of 40x40x6 mm angle Iron,3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and guide at the top bottem respectively including applying a priming coat of approved steel primer. [10.4].
M.S Grill [9.48A].
Reinforcement for R.C.C Work for straightening, cutting, bending, placing in position and binding . TMT 12mm [5.22.7C].
Cement concrete flooring 124[1 cement2 coarsesand4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate [11.3.1].
Finishing walls with water proofing cement paint of approved brand and manufacture and of reguired shade to give an even shade New Work (three or more coats) [13.79.1].
Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade New steel Work (two or more coats [13.82.1].
Providing and Laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, lald on 20 mm thick cement mortar 14 (1 cement 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete. Size of Tile 60x60 cm [1141.2].
6mm celling Plaster of mixed 14.
Providing and Laying ceramic galzed floor tiles 300x300mm(thickness to be specified by the manufacurerE/I 11.37.
Providing and Laying ceramic galzed wall tyles.E/l 11.36.
Centring and shuttering including Propping.
Centring and shuttering including Propping[5.9.3].
Providing and fixing Chlorinated Polyvinyl Chloride(CPVC)M pipes, having thermal stability for hot & cold water Supply, including all CPVC plain & brass threaded fittings, including fixing the pie with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal Work - Exposed on wall.[18.7.2].
Providing and fixing Chlorinated Polyvinyl Chloride(CPVC)pipes, having thermal stability for hot & cold water Supplyincluding all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent
|