repair of existing boundry wall of b.f.p.campus , repair of exsiting boundary wall of b.f.p campus , providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate)cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level :m-20 m-20 grade concrete s.o.r. page 78 item 5.1.1 , reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: m-20 m-20 grade concrete s.o.r. page 78 item 5.2.1 , reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of is 13920 for ductile detaling is 456 rcc design & sp 34 reinforcement detailing ) etc. complete .(note:- 1. spacer bars (chairs) shall be paid separately as shownin the drawing and as per direction of engineer in charge. 2. no extra payment shall be done for overlaps and/or couplers. 3.couplers shall be conforming to is code on “reinforcementcouplers for mechanical splices of bars for concretereinforcement - specification”) thermo-mechanically treated bars. fe 500 conforming to is 1786.s.o.r. page 82 item 5.16.7 , centering and shuttering in cluding strutting, propping etc. and removal of form for: , s.o.r. page 79 item 5.9.1 upto plinth foundations, footings, bases of columns, etc. for concrete upto plinth level , walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. upto plinth level upto plinth level.s.o.r. page 79 item 5.9.2.1 , columns, p i l l a r s , piers, abutments, posts and struts. s.o.r. page 80 item 5.9.6 , brick work with well burnt 25kg /cm2 chimney bricks in bulls pattern chimney bricks in trench kiln, crushing strength not foundation and less than 25kg /cm2 and water plinth absorption not more than 20% in foundation and plinth i/c curing etc complete , 6.3.2 cm 1:6 cement mortar 1:6 (1 cement:6 sand). s.o.r. page 113 item 6.3.2 , providing sand faced plaster upto 10meter hight above groundlevel concrete or brick masonry surfaces intwo coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and t and p including all lead, lift and scaffolding etc. complete , s.o.r. page 469 item 13.13 , finishing walls by any mechanical or manual means with water proofing cement paint of required shade: new work (two or more coats applied @ 3.84 kg/10 sqm). , s.o.r. page 476 item 13.50