Restoration of Rain Damages of LWSS Dhawan sari in GP Dawahan in Tehsil Kotli Distt Mandi HP

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand): 8 graded stone aggregate 40 mm nominal size) in all leads and lifts.

Providing and laying in position specified grade of reinforced, excluding cost of centering, shuttering, finishing and reinforcement. All work up to plinth level 1:1.5:3 (1 Cement : 1.5 Sand : 3 graded stone aggregate 20 mm Nos.minal size) in all leads and lifts. Foundation footings based of columns and like and mass concrete.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding the cost of entering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts.

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars in all leads and lifts

Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts.65mm dia

50mm dia

Laying,fixing and jointing (by way of circumfrential butt welded joints by electrical arc welding ) and testing of Galvanised mild steel tubes (GI pipes) of following diameter confirming to BIS 1239 (Part-I) grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of with standing required test pressure in random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, beds ctc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer-in-charge.65mm diameter (MG)