Renovaion Of 300 mm Dia CI Rising Main Supplying and Laying 300 mm DI K-9 Main and 300 mm CI DF Pipe Near Matkuriya Check Post Under Jmada, Dhanbad.

Earth work in excavation vide classification of soil item(B) (As per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give one metreaverage cover over the socket of pipe with disposal of excavated earth within initial lead and lift and as per specification and direction of Engineer-in-Charge. 3.1.1b

Providing & laying gouble flanged screwed/welded centrfugly cast iron class 'B' pipe (IS:1536) 2/DSR/18.71.1/P-291 18.71.5) 300 mm Dia CI Double flanged pipe

Providing & supplying ISI mark centrifugally cast(Spun) Ductile iron pressure pipes of 100 mm and above all diameter for Water works with socket and Spigot ends conforming to IS 8329/2000 in standard lengths of 4.5,5.5,&6 m suitable for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining for inside the pipe with outside Zinc and bituminous coating./M1026

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I. 1.32 (a)

Providing & supplying of ISI standard DI specials & fitting with sealing rubber gasket of SBR , complete with cast iron follower gland & MS nuts bolts coated or other wise protected from rusting and suitable for DI pipescomplete as per IS -9523 class K-12 M1027

Labour charge for one cutting of cast iron pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. vii)300mm dia pipe 3.1.43

Poviding flange joints to double flanged CI/DI specials including testing ofr joints . 18.30.7) 300 mm Dia DSR/18.30-P/285

Supplying labour tools & tackles for testing of laid CI or UPVC or HDPE or AC pressure pipe up to 60mtrs head of water all complete as per specification & direction of E/I. vii) 200 mmdia 3.1.46

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge 90 % Quantity Of Excavation 3.1.1.2

Earth work in excavation in foundation trenches in hard soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I 5.1.1.2.

Provding coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all lead and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.. 5.1.10

providing designation 75B one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification & direction of E/I. 5.6.3

Providing and laying laying in position cement concrete of specific grade excluding the cost of centering, shuttering- All work up to plinth level.5.3.1.2 1:2:4(1cement :2 coarse sand (zone-III) :4 graded stone aggregate 20 mm nominal size)

Providing and laying laying in position specific grade of reinforced cement concrete excluding the cost of centering, finishing and reinforcement -shuttering- All work up to plinth level.. 3.9.1 1:1.5:.3(1cement :1.5 coarse sand (zone-III) :3 graded stone aggregate 20 mm nominal size)In foundation , plinth

Reinfoeced cement concrete work in walls( any thickness) including attached pilasters, buttresses, plinth and string cources, fillets , columns, pillars, piers, abutments, posts and struts etc above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1cement :1.5 coarse sand (zone-III) :3 graded stone aggregate 20 mm nominal size)5.3.10

Providing 12mm thick cement plaster (1:4) with approved quality of clean coarse sand of FM 1.5 to the inside and outside surface in superstructure of plinth including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of E/I./5.7.2

Providing plane M.S /Tor steel reinforcement of 8mm dia rods as per approved design & drawing excluding carriage of M.s. rods (straight or in coils) to work site, cutting, bending & binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 5.5.4( I )

Providing all labour tools and equipments and carriage of different materials from different place to work sites and back inlcuding providing mechanicals mean with all lead & lift all complete. Cement Lead-3 Kms

Sand Lead-35 Kms

Stone Chips Lead-25 Kms

Steel Lead-3 Kms

Bricks-Lead-8 Kms

Goods & Services Tax (G.S.T.) - 18%

Labour Cess - 1%