REPAIR / REPLACEMENT OF RISING MAIN NEAR RAILWAY CROSSING (BHAGUR) AND ALLIED WORK FOR DISTRIBUTION LINE AT ARTILLERY CENTRE AND AOP UNDER GE NASIK ROAD CAMP

Amount

Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr deep and getting out in soft loose soil all as specified and directed

Returining, filling in including spreading, levelling watering and well ramming in layer not exce 25 cm, all as specified and directed

Removing excavated soil to a distance not exce 50 mtr and deposited where directed at a level not exceding 1.5 mtr abvoe the starting point all as specified and directed.

Taking up CI /MS /DI pipe of upto 300 mm dia including fitting with spigot & socket ends of following dia all as specified and directed

Supply and laying 300 mm dia Ductile Iron pipes K-9 (tyton joint ) with spigot and socket ends centrifugally cast in any length with rubber tyton joint, laid in trenches all as specified and directed

Supply and Mild Steel ERW pipe 300 mm dia with flanged end of thickness minimum 12mm, with all fittings and fixed complete, laid in trenches all as specified and directed

Taking up CI /MS / DI pipe of upto 250 mm dia incl fitting with spigot & socket ends of following dia all as specified and directed

Supply and MS ERW pipe with flanged end of thickness minimum 12mm, with all fittings and fixed complete, laid in trenches of size 200 mm dia

Supply and Mild Steel ERW pipe 250 mm dia with flanged end of thickness minimum 12mm, with all fittings and fixed complete, laid in trenches all as specified and directed

Supply and laying 150 mm dia Ductile Iron pipes K-9 (tyton joint ) with spigot and socket ends centrifugally cast in any length with rubber tyton joint, laid in trenches all as specified and directed

Taking up or down 100 mm bore GI Tubing and connections including cleaning for refixing or removal to store all as specified and directed.

Supply and laying 100 mm bore GI tubing heavy class, with flanged end of thickness minimum 12mm, with all fittings and fixed complete laid in trenches all as specified and directed.

M & L for CI fitting such as bends (any type radius and angle ) tapers any type ( straight, bend, Tee, reducers, socket , collers,caps and plugs ) upto 300mm dia all as specified and directed.

Taking down plastering on lathing (other than wire-netting), without removing lathing, in lime mortar (one side only measured in cases where both sides are plastered) in cement lime or cement mortar

M & L for 15 mm thick rendering in cm (1:4) on fair faces of brick works or concrete surfaces finished even and smooth (without using extra lime or cement) all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) all as specified and directed.

M&L for reinforced cement concrete (nominal mix) 1:2:4, type B1 (20mm graded aggregate) in Columns, pillars, piers, posts and struts all as specified and directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions fare finished square/rectagular/polygonal surfaces of concrete all as specified and directed.

S&F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed.

M & L for cement in foundation filling mass & concrete type D2 (1:4:8) (using 40 mm graded stone aggregate) all as specified and directed.

M & L for reinforced concrete pipes of 450MM dia, class NP2, laid and jointed complete with collars all as specified and directed.

Supply & fix machanical joint ISI marked for spigot end pipe of size 300 mm dia all as specified and directed.

All as per item No 22 above but size of 250 mm dia

All as per item No 22 above but size of 200 mm dia

All as per item No 22 above but size of 150 mm dia

All as per item No 22 above but size of 100 mm dia

S&F Rolled mild steel in Fe-410-W(Gde-E-250) quality-B as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates all as specified and directed.

sapana enterprises

UNITED ENTERPRISES

M/S PRAMOD SURESHCHANDRA AHER

TIMES HYDRO-ELECTRIC COMPANY