Tender For Increment of height of check dam, Vagamon, KFDC Gavi Division- 1 15.3 --Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of engineer-in-charge. 2 2.6.1--- Earth work in excavation by mechnical means (Hydraulic excavator)/manual means over areas ( exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil 3 5.2.2 ---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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) 4 5.22A.6 ---Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more 5 5.3 --Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15& 1t;sup>0&1t;/sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size.) 6 5.9.2--- Centering and shuttering including strutting, etc. and removal of form for: walls ( any thickness) including attached pilasters, butteresses, plinth and string courses etc. 7 5.9.5--- Centering and shuttering including strutting, etc. and removal of form for : Lintels, beams, plinth beams, girders bressumers and cantilevers 8 60.5.2 ---DOWEL BARS- Supplying and providing MS dowel bars of size 16 mm dia of 2m long ( 1m in rock and 1m in concrete) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. 9 60.5.3--- DOWEL BARS- Supplying and providing MS dowel bars sof size 25 mm dia of 2.0m long ( 1m in rock and 1m in concrete) including drilling holes of 30mm dia and filling the gap with cement grout(0.50kg/each) etc complete 10 2.3.1 ---Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m : All kinds of soil 11 4.1.3--- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work up to plinth level :1:2:4 ( cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 12 4.3.3 ---Centering and shuttering including strutting,propping etc. and removal of form work for:Columns, piers,abutments, pillars, posts and struts 13 4.4.1--- Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shutteringand finishing.1 :1.5:3 ( 1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size ) 14 7.1.1-- Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) 15 2.8.1 ---Earth work in excavation by mechanical means ( Hydraulic excavator) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 16 18.27.11 ---Providing and laying S& amp; S centrifugally cast ( Spun) iron pipes ( Class LA) conforming to IS - 1536 :600 mm dia pipe 17 18.31.6.2 ---Providing and fixing C.I. sluice valves ( with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid seperately): 300 mm diameter Class II 18 2.25--- Filling available excavated earth ( excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 19 15.44.1 ---Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charges: 15 mm to 40 mm nominal bore 20 4.3.2--- Centering and shuttering including strutting, propping etc. and removal of form work for:Retainig walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 21 OD30730/2025-2026 ---Labour Engaged for Coolie 22 OD31728/2025-2026 ---Supply and fixing Copper water stopper 23 OD31729/2025-2026 ---Supply and fixing Water stops Serrated with central bulb ( 225 mm wide, 8-11 mm thick) 24 10.28 ---Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necesssary accessories & stainless steel dash fasteners, stainlss steel bolts etc.,of required size on the top of the floor or the side waist slab with suitable arrangements as per approval of Engineeer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.)
