Tender For Annual Plan-125/25-Vellayamkudi Dwss Bore Well Ward-5-General Civil Work, kattappana-Kerala

Tender For Annual Plan-125/25-Vellayamkudi Dwss Bore Well Ward-5-General Civil Work; 2 OD496489/2024-2025:Drilling charge of 110 mm bore well 3 OD496488/2024-2025:casing pipe 140 mm dia 6kg/cm2 PVC 4 OD496487/2024-2025:Cost of 1 No 140 mm dia PVC end cap 5 OD496491/2024-2025:Supply and fixing 5 hp motor pump of approved brands including all cost of conveyance labour etc complete 6 OD496495/2024-2025:Supply and fixing pump starter with control panel for 5 hp mortor pump setincluding all cost of conveyance labour etc complete 7 OD496490/2024-2025:Supply and fixing 6 mm cable including all cost of conveyance labour etc complete 8 OD496493/2024-2025:Supplying 16 mm plastic rope 9 OD496494/2024-2025:1.001- Specification code: Supplying and fixing 40 mm dia 10 kg/cm2 HDPE pipe PE - 80 including specials and all fitting charges but excluding trenching and refilling etc. complete. 10 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 11 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) 12 OD503282/2024-2025:DR RUBBLE MASONARY, -Dry rubble without concrete levelling course masonary with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site 13 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 14 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 15 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 16 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 17 OD514969/2024-2025:Providing nad fixing 0.35mm thick GI tile profile/traffold sheets roofing up to any pitch and fixing with polymer coated J or L hooks ,bolts and nuts 8mm dia GI plain and bitumen washer or with self drilling fastener and EPDM washers etc.complete (excluding cost of purlin rafters and trusses)including cutting sheets to size and shape wherever required 18 OD503303/2024-2025:Supplying and fixing RCC Door frame 80*195 19 9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm 20 9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of H section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. U cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). 21 4.1.8: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 nominal size) 22 OD503340/2024-2025:Providing and fixing panel board 3 phase

INR 560 /-

INR 6349.0 /-

INR 2.53 Lakhs /-