Tender For Construction Work Of 01 No Cremation Ground Of Shivaghat Ramp (Multi-Lane) Of Kuwano River - Earth work in excavation by mechanical 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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil 2 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 3 Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 6 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom ofpile cap) : 20.3.1 300 mm dia piles(a) 300 mm dia double bulb Piles 7 Vertical loadtestingofpilesin accordance with IS 2910(PartIV) includinginstallation of loading platfarm andpreparationofpile head orconstruction of test cap and dismantling of test cap after testetc. complete as perspecificationandthe direction of engineer-in-charge.(A) Double Pile. (up to 50 tonne capacity) 1.Initial test 8 2.Routine test 9 Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level. 1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size) 10 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands,plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural ources). 11 Centering,shuttering inluding strutting,proping etc. & removal of form for.Foundations, footings, bases of columns, etc. for mass concrete. 12 Suspended floors, roofs, landings, balconies and access platform. 13 Columns, Pillars, Piers, Abutments, Posts and Struts. 14 Brick work with commonburnt clay (non-modular) bricks of class-150 in foundation & plinth in. Cement morter 1:6 (1 cement:6 coarse sand) 15 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in ll shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand) 16 Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level.Thermo machanically treated bars of grade Fe-500D or more.and Same as above Plinth Level. 17 15 mm cement plaster on plinth plaster of mix : 1:4 (1 cement: 4 coarse sand) 18 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 19 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. (2.25FM) 20 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate 21 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 22 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 23 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 24 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 25 Sign Board
