Restoration of Rain Damages LWSS Jaral Kotli Badyar in GP Kotli in Tehsil Kotli Distt Mandi HP

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge.

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 cement concrete of specified grade excluding the costof certaining and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in all leads & 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

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:-Centering and shuttering includung strutting, propping etc. and removal of form fo all heights.:walls (any thickness) including attached pillasters buttresses, plinth and string courses etc in all leads and lifts.

Laying and jointing in trenches galvanised mild steel tube (light grade) including tube fittings (Earth work to be measured and paid for separately)Scour pipe 80mm 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.80 mm diameter (MG)

Providing and Fixing Cast Iron Sluice Valve of 65 mm dia PELICON/BIR/KARTAR/Leader make BIS No. 14846 class PN 1.00 with flange Table 5 including welding of flanges, Nuts & Bolts and Gasket etc. The sluice valve conforming to IS-780. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.