Tender For Construction Of Entry At I.A. Sikandra Site-C Distt- Agra. - Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 30m and including fllling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) 2 Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms . from the site et work and including watering , dressing etc. labour and T & P etc. required for proper complition of the work . saplings of girth upto 30 cms . measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared , including cost of sand . 3 Treatment of soil under existing floors using chemical emulsion@ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1%concentration 4 Add for using extra cement in the items of design mix over and above the specified cement content therein. 5 Steel work welded in built up sections/ framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.ln stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete 6 Class- 150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work 7 Class- 150 (Non Modulao brick work in 1 :6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work 8 Providing and laying vitrified concrete of 500x500mm sizes (thickness to be specified by the manufacturer) with water absorption less than O.O8% and conforming to lS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) and 75mm base concrete 1:4:8 jointing with grey cement slurry @ 33 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete floor tiles with lean ickness to be specified 9 Providing and laying Polished Granite jet Black stone flooring in required design and patterns, in linear as well as cqrvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 10 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whit cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red 11 finishing with jointing compound in 3 layers covering upto 150 mm . on both sides ofjoint and two coats of primer suitable for board, all as per nlanufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part 1): 2011 (Board with BIS Certification marks) 12 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angtes chamfers, and rounded angles not exceedlng 80mm. ln girth and finished even and smooth. 13 l5mm Cement plaster with cement mortar in proportion of l:4 cement & coarse sand of single coat for exterior plastering upto floor two level including internal rounded angles chamfers, and rounded angles nol exceeding Bomm. ln girth and fnished even and smooth. 14 Providing and applying plaster of paris putty of 2 mm thickne$ over plastered surface to prepare the surface even and smooth complete. including curing the cost of all material, labour, T&P etc complete, 15 Finishing walls with water proofing coment paint of required shade I New work (Two or more coats applied @ 3.84 kg/10 sqm) supply of all labour material and T&P required for proper completion of work. 16 Applying one coat of water thinnable cemet primer of approved brand and manufacture on wall surface Water thinnable cement primer 17 Finishing walls wlth textured exterior paint of required shade Newwork (Two or more coals applied @ 3 28 ltr/10 sqm) over andincluding priming coat of exterior primer applied @ 2.20k9/10 sqm supply of all labour material and T&P required for proper completion of work. 18 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard lubular sections/ appropriate Z sections and other sections of approved make conforming to lS: 733 and lS: 1285, fixing with dash fasteneis of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDIil rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge, (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).Anodised aluminium (anodised transparent or dyed to required shade according to lS: 1868, Minimum anodic coating of grade AC 15) 19 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.5 mm thickness 20 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width 21 10 cm thick (average) mud Phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cem;nt mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 22 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 23 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 24 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine 25 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.80 mm (Rubber molded Coloured) 26 Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundalion and floors. 27 RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - AII work up to plinth level : 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size) Ch-s Sl No- 5,1.2 28 RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone 29 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, butlresses, plinth and string courses, fillets, columns, pillars, piers, abulments, posts and struts etc. including cost of centering, shuttering, flnishing and excluding reinforcement :l:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Above plinth level upto fifth floor lable 30 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinlh level up to floor five level, including the cost of centering, shuttering, finishing exlcuding reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) : 3 graded stone). 31 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, butlresses, plinth and string courses, fillets, columns, pillars, piers, abulments, posts and struts etc. including cost of centering, shuttering, flnishing and excluding reinforcement :l:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Above plinth level upto fifth floor lable 32 Providing and laying Kota stone slab 20 mm thick in risers of steps, skirting dado and pillars laid on 10 mm thick cement mortar 1: 3 (1 cement: 3 coarse sand), jointed with grey cement slurry mixed with pigment to match the shade of slabs including and polishing complete 33 Steel reinforcement for R.C.C. work including straightening, cutting, ending, placing in position and binding all complete upto plinth level.Cold twisted bars 34 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction ofofficer-in-charge. 35 Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm 36 Providing and stacking of Cassia javanica of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 37 Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 38 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 39 Providing and stacking of Ficus benjamina (green) of height 120-135 cm.with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 40 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 41 Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 42 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 43 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 44 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 45 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
