REPAIR / MAINT OF DI / CI / GI PIPE LINE AND ALLIED WORKS IN AOP AREA UNDER GE NASIK ROAD.

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 DI pipe of upto 200 mm dia incl fitting with spigot & socket ends of following dia all as directed at site.

Supply and laying Ductile iron pipes K-9 (tyton joint ) with spigot and socket ends centrifugally cast in any length with rubber tyton joint, laid in trenches of size 150 mm dia

Supply and laying Ductile iron pipes K-9 (tyton joint ) with spigot and socket ends centrifugally cast in any length with rubber tyton joint, laid in trenches of size 200 mm dia

Taking up or down GI Tubing and connections including cleaning for refixing or removal to store - of size 100MM :-

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

Dismantling existing unserviceable sluice valve upto 150 mm bore both end flanged including unscrewing of nut & bolts and removal of insertion sheet.

S&F Valves, Sluice, flanged of class 1.6 PN ,150 mm (6”)dia.

S&F Valves, Sluice, flanged of class 1.6 PN ,100 mm (4”)dia.

Dismantling existing unserviceable non return valve upto 150 mm bore both end flanged including unscrewing of nut & bolts and removal of insertion sheet.

S&F Valves, non return, flanged of class 1.6 PN ,150 mm (6”)dia.

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

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

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

S&F machanical joint ISI marked for spigot end pipe of following size of 200 mm dia.

All as per item No 17 above but size of 150 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

NOTE :- AMOUNT OF SCHEDULE OF CREDIT RS. 99,720.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ.

UNITED ENTERPRISES

MAHIMA CONSTRUCTION

sapana enterprises

TIMES HYDRO-ELECTRIC COMPANY

P C DAVE AND SONS

Bidder Name

sapana enterprises

MAHIMA CONSTRUCTION

TIMES HYDRO-ELECTRIC COMPANY

UNITED ENTERPRISES

Vinod Enterprises

P C DAVE AND SONS