Tender For Raising Of Front Side B/Wall And Main Gate For Outside Rain Water Protection With Raising Of Inside Road Level And Other Misc. Civil Works At 33 Kv S/S Office Campus Mia - 1 PART-A 2 (B-162/14.55)Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 3 (B-139/12.3.2)Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish:20mm thick. 4 (B-139/12.3.1)25 mm thick 5 (B-144/12.37.3)Removing dry or oil bound distemper by scrapping sand papering and preparing surface smooth including necessary repairs to scratches by sandla/loi and all scaffolding (for colour changing only) 6 (B-142/12.22.1)Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete.(A) New Plastered Surface (three or more coats) 7 (B-144/12.37.1)Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping andpriming coat with cement primer. 8 (B-145/12.42)Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 9 (B-146/12.46.1)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(A) Two or more coats on new work 10 (B-146/12.46.2)(B) One or more coats on old work. 11 (B-139/12.1.1)Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :25 mm thick 12 (B-107/10.17.1)Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 13 (B-109/10.22)Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 14 (B-140/12.7)Finishing with neat cement (punning). 15 (B-/9.39)P & F of double leaf steel shutter for cupboard, the frame is made of pressed steel ISI section 80X25 mm X 1.25mm thick with 1.00mm MS sheet to spot welded including holdfasts of 15X3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts & twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate & spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer in charge. 16 (B-101/9.19.3)Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Windows side hung /Ventilators top or centre hung (openable) 17 9.26Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 18 (B-102/9.27)Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 19 9.5/B-9Providing & 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 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 20 9.17/B-9P/F MS sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitable diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra i/c all fittings, as per direction of E/I but excluding cost of chowkhats i/c two coats of anti corrosive red oxide primer paint MS sheet 20 S.W.G 21 (B) Extra for double leaf shutters. (9.17.1) 22 (B-93/8.13.2.1)Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 30 mm thick .Commercial Veneer both side 23 (B-93/8.14)Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 24 (B-146/12.45.1)Applying priming coat :With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 25 (B-107/10.16)Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 26 9.8Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 27 9.8.1(A) Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 28 9.2Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 29 13.29/B-153Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :- i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried..ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectureds specification) on concrete and steel bars with brush.iv) Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect. 30 (B-152/13.24)Labour charges for repair to door / window with out using any material such as applying randha ( finishing ) tightening of bolts & screw etc 31 (B- /13.12)Repair to stone masonary in cement sand mortar 1:6 with old and new stone. 32 (B-44/1.8) 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. 33 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. (A) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (3.1.6) 34 RR stone masonry for with hard stone in foundation and plinth in CSM above 30cm thick wall in CM 1:6 (1cement :6 Sand) (6.1.6) 35 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). (6.2.6) 36 (B-65/5.1.2)Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) 37 (B-65/5.2.2)Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 38 (B-59/4.1)Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 39 (B-4.9)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. 40 (B-62/4.13.2)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 five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139). 41 11.38.3(A)Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc.Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004 42 (B-/11.40)Add extra over rates of item No. 11.38, A to C if colored paver blocks are used 43 7.52Providing and fixing machine pressed cement concrete (M-20) compressed with hydraulic compression machine kerbs or dands of size upto 60cm length as per drawing, jointing with cement mortar (1:3) over 20 mm thick base cement mortar (1:6) & painting the exposed surface with enamel paint of approved brand complete work as per direction of Engineer in charge size 15 cm x 38 cm.
