| | Sector | abcEducation And Research Institute | Tender Value | 29.79 Lakhs | | Location | Rajasthan - India | Ref.No | 38788222 | | Closing Date | 02 - Mar - 2020 | | | | Construction of civil work - "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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. , all kinds of soils ", providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level.148 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size). , brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth with cement mortar 1 6 (1 cement 6 coarse sand), centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. , "providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. , m25 grade nominal mix / design mix ", supply & stacking good earth at site complete including loading unloading & transporation etc & filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift., brick work with non modular flyash brick conforming to is 12894-2002 of class designation 10.0 in superstructure above plinth level upto floor five level in. cement mortar 1 6 (1 cement 4 coarse sand) , roof slab & beams - centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc., columns - centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for columns, pillars, posts and struts etc., "roof slab & beam - providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc., m20 grade nominal mix / design mix ", "providing and laying in position specified grade of cement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 13 (1 cement 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc., m25 grade nominal mix / design mix ", providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.cold twisted deformed bars (is 1786)qty of steel 125% of qty asper item s no= 5+10+11, costruction of foundation / inaugration pedstal in 35 cm thick brick masonary in cm 14 of size 1.40 m x 1.80 m above ground level with 0.30 m deep foundation in 46 cm thick brick masonary and 0.10 cm thick pcc 136 including providing and fixing granite stone of size 0.90m x 0.60 m with engraving letters and figures , 20 cm cement plaster in cm 14 , white washing etc.complete as per direction of engineer-in-charge., providing and fixing t-iron frames for doors, windows and ventilators of mild steel tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 136 (1 cement 3 coarse sand 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved st |
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