Tender For Pond Beautification Work In Nagla Khandia Of Block Akola Gram Panchayat Dawli. - Earth work in rough excavation, banking excavated earth in layers notexceeding 20 cm in depth, breaking clods, watering, rolling each layerwith ½ tonne roller or wooden or steel rammers, and rolling every 3rd andtop-most layer with power roller of minimum 8 tonnes and dressing up inembankments for roads, flood banks, marginal banks and guide banks orfilling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2 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 lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources 4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 6 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 7 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. 8 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). 9 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. 10 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). 11 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform 12 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.(TMT Bars) Fe-500 13 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works 14 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mmnominal size) with wooden plugs or 6 mm bar nibs whereverrequired as per direction of Engineer-in- charge (cost of earthworks in excavation, concrete works in foundation to be paidseparately). 15 Fencing with R.C.C. post placed at required distance, embedded in cementconcrete blocks, every 15th post, last but one end post and corner postshall be strutted on both sides and end post one side only, provided withhorizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.I. stapleson wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed whilecasting the post (cost of R.C.C. posts, struts, earth work and concrete tobe paid for separately) :- Payment to be made per metre cost of total lengthof barbed wire used. 16 Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 18 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 19 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. 20 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) 21 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 22 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge 23 Providing and displaying of Raphis palm specimen having ht. 1.50 m to1.65 m with 40 to 50 lush green suckers, well developed, fresh & healthyfoliage leaves in 40 cm size of Earthen Pot/Chali/Tray & as per direction ofthe officer-in-charge 24 Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. 25 Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. 26 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. 27 Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge 28 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. 29 Digging holes in ordinary soil and refilling the same with the excavatedearth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts ofstacked volume of earth after reduction by 20% : 1 part of stacked volumeof manure after reduction by 8%) flooding with water, dressing includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost ofmanure, sludge or extra good earth if needed to be paid for separately) 30 Providing & laying Selection no. 1 doob grass turf with earth 50mm to60mm thickness of existing ground prepared with proper level and rammingwith required tools wooden and than rolling the surface with light rollermake the surface smoothen and light watering the same maintenance for30 days or more till the grass establish properly,as per direction of officerin charge 31 Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stackswill be reduced by 8% for payment) 32 supply & fixing of LOOM SOLAR Solar Street Light Luminaire, Power of light source 30 Watt The color temperature of white LEDs used in the system 5500 degree K 6500 degree K.Number of light source 1,Luminaire System Efficacy - Lumen output - (Lumen/watt) 125,The temperature of heat sink 20 degree centigrade above ambient temperature during operation,CRI(%) 70,LED chip Efficacy (Lumen/watt) 160,Power of light source 30 Watt,Light source White LED Generic Solar Street Light Luminaire shall conform to MNRE specification , Solar Street Light (LED based) consist of white LED luminaire ( LED + Driver) 33 Providing and fixing3 Seater Rcc Garden Bench, With Backrest&Arm Rest 34 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. Complete 450 mm dia 35 Constructing brick masonry circular type manhole 0.91 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarsesand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundationconcrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate40 mm nominal size), and making necessary channel in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) finished with a floating coat of neat cement, all complete asper standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameterconforming to I.S. 12592, total weight of cover and frame tobe not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster atthe external surface shall be paid for separately) :19.9.1.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 36 GST 37 Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable
