Tender For Tourism Development And Beautification Works Of Pracheen Kali Campus And Holy Kund At Village-Sirsiya Block Bhathat District Gorakhpur, 1 Yatri Hall (Civil) 2 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means

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Tender For Tourism Development And Beautification Works Of Pracheen Kali Campus And Holy Kund At Village-Sirsiya Block Bhathat District Gorakhpur, 1 Yatri Hall (Civil) 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil 3 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 4 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 5 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 6 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete 7 (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm 8 (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 9 310.05*0.735*111/107 10 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 11 9045.75*0.735*111/107 12 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 13 11505.5*0.735*111/107 14 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 15 11505.5*0.735*111/107 16 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 : 3 graded stone aggregate 20 mm nominal size) 17 M 150brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc reqiored for proper completion of the work. 18 7132.25*0.735*111/107 19 Same as in item no. 11 abovebutin super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 20 Ground Floor 21 9105.95*0.735*111/107 22 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of 23 coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick 24 ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 25 1684.6*0.735*111/107 26 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.M 20 F.E. 500 27 Ground Floor 28 15 mm cement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brickwall. 29 411.75*0.735*111/107 30 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 31 Ground Floor 32 395.35*0.735*111/107 33 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand 34 Ground Floor 35 343.65*0.735*111/107 36 Ceiling Plaster 37 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 38 614.2*0.735*111/107 39 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) 40 171.1*0.735*111/107 41 Distempering(Two coat) withoil bounddistemper of approvedbrand andmanufacture&ofrequired shadeon undecorated wall surface to give an evenshade over &includingapriming coat with cement primer of approvedbrand&manufacture such as Berger,J&N, ShalimarAsian paintsafterthoroughly brushingthe surface free from mortar droppings &other foreign matters& alsoincludingpreparing the surfaceeven with plasterof paris or approvedsynthetic material &sand papered smooth including cost ofallmaterials. 42 185.65*0.735*111/107 43 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture, over the plasterd wall surface to prepare the surface even and smooth complete. 44 156.05*0.735*111/107 45 Construction of drain along with apron. 46 Providing and laying Polished Granite stone flooring in required design and patterns, inlinear as well as curvilinear portions of the building all complete as per the architecturaldrawings 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 47 4481.3*0.735*111/107 48 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 49 7878.5*0.735*111/107 50 Centering and shuttering including strutting, propping etc. and removal of form for : 51 (a) Foundations, footings, bases of columns, etc. for mass concrete 52 392.15*0.735*111/107 53 (b) Suspended floors, roofs, landings, balconies and access platform 54 927.25*0.735*111/107 55 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 56 736.4*0.735*111/107 57 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 58 ELECTRICAL WORK 59 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 60 Group C 61 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 62 Submains : 63 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 64 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 65 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 66 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 67 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 68 20 mm 69 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 70 5/6 A switch 71 3 pin 5/6 A socket outlet 72 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 73 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 74 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 75 1 or 2 Module (75mmX75mm) 76 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 77 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 78 MCBs & DB’s : 79 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 80 4 way (4 + 12), Double door 81 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 82 4 way (4 + 12), Double door 83 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 84 Single pole 85 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 86 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 87 100 A,30KA,FPMCCB 88 Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A 89 Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A 90 ELCB/RCCB Switches : 91 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 92 40 A 93 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 94 Earthing Work : 95 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 96 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 97 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 98 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, inconvenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 99 100 mm width X 50 mm depth X 1.6 mm thickness 100 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 101 Lighting Fixtures (Lights/Fans) : 102 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 103 Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect . 104 Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect. 105 Armoured Cables (Cable/Gland/Lug) : 106 Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size 107 size 25 sq mm x 3-1/2core 108 Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable 109 size 25 sq mm x 3-1/2core 110 Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable 111 size 25 sq mm 112 Miscellaneous Items : 113 S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work. 114 Supply of factory made 300mm sweep ventilating (Medium Heavy Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Double ball bearing /Copper motor /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 70/85 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 900/1400 RPM. Complete in all respect. 115 PLUMBING WORK (Rain Water Pipe) 116 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 117 a) 110mm diameter 118 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 119 a) 110mm 120 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 121 Toilet Block Civil) 122 EXCAVATION infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. 123 Filling BY CARTED earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 124 Sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00Kms. From the siteof work includingwatering, dressing etc. labour & T &P etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand. 125 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 126 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 127 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 128 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 129 Class-150 brick work in 1:6 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 130 Class-150 brick work in 1:6 cementand COARSE sand mortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work 131 Class-150 HALF brick work in 1:4 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. 132 G.F. 133 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 134 40 mm thick damp proof course with cement with approoved coarse sand 1:2:4 any including water proofing materials as ordered by the engineer-in-charge in the proportion as specification by the manufacture including supply of all material, labour and tools and plants etc. required for proportion completion of the work including proper curing and shuttering as necessary. 135 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m. 136 Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. 137 Providing and fixing SS sliding door bolts ISI marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 138 Providing and fixing SS tower bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm. 139 Providing and fixing SS handles ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 140 Supply and fixing of flush Doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied 141 35 mm thick single leaves 142 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges andscrews and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 143 Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required shape as necessary for bending etc including supply fo steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work but Fabrication of Z-Section Window 144 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes 145 Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie rods, grating etc, (when not included in an overall rates) wrought to required shape as necessary for bending etc including supply fo steel and its wastage including cost of bolts, nuts if required, welding, grinding and making holes as required for completion of work but Fabrication of Grill/Stairs case railing 146 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 147 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. (iii) 1cement :6 C. sand 148 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement:(iii) 1 cement: 6 C. sand 149 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. (i) 1 cement: 3 course sand in ceiling. 150 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. In plinth. 151 Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 152 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. 153 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 154 Distempering (two coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N Shalimar, Asian Paints after thoroughly brushing the sufface free from mortar dropping and other forein matter and also including prepairing the surface even with Plaster of Paris or approved synthetic material and sand papered smooth including cost of all material 155 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) 156 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture, over the plasterd wall surface to prepare the surface even and smooth complete. 157 Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. 158 Painting two coats over priming coat on wood surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. 159 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 160 Making Drain Along Apron 161 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick 162 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 163 Centering and shuttering including strutting, propping etc. and removal of form for : 164 (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers 165 (b) Suspended floors, roofs, landings, balconies and access platform 166 plumbing work 167 Providing and fixing white vitreous china pedestal type water closet (Indian type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 168 W.C. pan with ISI marked white solid plastic seat and lid. 169 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 170 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 171 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 172 Flexible pipe 173 32 mm dia 174 Providing and fixing 100 mm sand cast Iron grating for gully trap. 175 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 176 Rectangular shape 453x357mm 177 Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 178 Providing and fixing toilet paper holder : 179 C.P. brass 180 Providing and fixing soil, waste and vent pipes : 181 100 mm dia. 182 Sand cast iron S&S pipe as per IS: 1729. 183 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 184 For 100 mm dia. Pipe 185 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 186 100 mm 187 Sand cast iron S&S as per IS - 1729 188 Providing and fixing heel rest sanitary bend 189 100 mm dia 190 Sand cast iron S&S as per IS - 1729 191 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 192 100x100x100 mm 193 Sand cast iron S&S as per IS - 1729 194 Providing and fixing terminal guard: 195 100 mm 196 Sand cast iron S&S as per IS - 1729 197 Providing and fixing collar: 198 100 mm 199 Sand cast iron S&S as per IS - 1729 200 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 201 100 mm 202 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 203 100 mm inlet and 100 mm outlet 204 Sand Cast Iron S&S as per IS: 1729. 205 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 206 100 mm diameter pipe 207 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 208 450MM long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 209 WATER SUPPLY PIPES AND FITTING 210 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 211 Internal work – Exposed on wall. 212 15 mm dia. nominal bore 213 20 mm dia. nominal bore 214 25 mm dia. nominal bore 215 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 216 15 mm dia nominal bore 217 20 mm dia nominal bore 218 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 219 External work 220 40 mm dia. nominal bore 221 BRASS FITTINGS 222 Providing and fixing brass bib cock of approved quality : 223 15 mm nominal bore 224 Providing and fixing brass stop cock of approved quality : 225 15 mm nominal bore 226 20 mm nominal bore 227 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 228 40 mm nominal bore 229 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 230 20 mm nominal bore 231 Providing and fixing uplasticised PVC connection pipe with brass unions : 232 30 cm length 233 15 mm nominal bore 234 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 235 15 mm diameter pipe. 236 20 mm diameter pipe. 237 25 mm diameter pipe. 238 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 239 15 mm diameter pipe 240 20 mm diameter pipe 241 Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work. 242 40 mm diameter pipe 243 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 244 15 mm nominal bore 245 20 mm nominal bore 246 Providing and placing on terrace (at all floor levels) RCCwith cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support 247 C.P.BRASS FITTINGS. 248 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 249 15 mm nominal bore. 250 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 251 15mm nominal bore 252 EXTERNAL SEWERAGE SYSTEM 253 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 254 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 255 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 256 150 mm diameter 257 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 258 150 mm diameter S.W. pipe 259 Providing and fixing square-mouth S.W. gully trap grade A’ complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 260 100x100 mm size P type 261 With F.P.S. Bricks class designation 75 262 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 grade 263 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 264 With F.P.S. bricks with class designation 75 265 electrical work 266 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 267 Group C 268 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 269 Submains : 270 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 271 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 272 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 273 4 X 6 sq. mm + 2 X 6 sq. mm earth wire 274 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 275 20 mm 276 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 277 5/6 A switch 278 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 279 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 280 1 or 2 Module (75mmX75mm) 281 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. 282 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. 283 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 284 Upto 450 mm sweep 285 MCBs & DB’s : 286 Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 287 4 way (4 + 12), Double door 288 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 289 4 way (4 + 12), Double door 290 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 291 Single pole 292 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 293 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 294 100 A,30KA,FPMCCB 295 Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A 296 Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A 297 ELCB/RCCB Switches : 298 Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 299 40 A 300 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 301 Lighting Fixtures (Lights/Fans) : 302 Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA 303 Miscellaneous Items : 304 Supply & fixing of 225/300mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 305 septic tank and soak pit 306 Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, 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-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality). 307 From 0.00 mt to 1.50 mt 308 1.50mt to 3.0 mt 309 3.0 mt to 4.50 mt 310 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 311 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 312 M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 313 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 314 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 315 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand 316 Shuttering work in slab 317 Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 318 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar) 319 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 320 PRECAST BOUNDRY WALL IN KALI MATA MANDIR CAMPUS (69.56 RM) 321 Earth work in excavation in trenches for foundationsand pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, leadupto 50 m anddressingof sidesand ramming of bottom anddisposal of surplusexcavated earth as directed by the Engineer- in- charge with in alead of 50m .(Including royalty). 322 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8stone ballast 40 mm nominal size) and curing complete,including cost ofform- work,in foundation and floors. 323 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 324 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 : 3 graded stone aggregate 20 mm nominal size) 325 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 326 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. 327 M-150 brick work in 1:6 cement and coarse sand of 2.25 coarseness modulus mortar in foundation & plinthincluding supply of all materials, labour and Tools and Plants etc required for completion of the work. 328 Supply andfixingPrecast Boundary Wallincludingall necessary forpropercompletion of the work. 329 Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem, robiacem, guttucem supercem quality and of required shade on undecorated wall surfaces (one coat) overone and including one coat white cement primer to give aneven shade after thoroughty bbushing the surface to powdered materials including couring and corst of all materials. sasme as in ittem NO.(660) above but for each cost of water proofcement the first coat to given even shade. 330 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers 331 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts 332 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 333 ENTRANCE GATE IN KALI MATA MANDIR CAMPUS 334 Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 335 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 336 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 337 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 plinth level 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) : 3 graded stone aggregate 20 mm nominal size). 338 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 339 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 : 3 graded stone aggregate 20 mm nominal size) 340 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.M 20 F.E. 500 341 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 342 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm) 343 Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture, over the plasterd wall surface to prepare the surface even and smooth complete. 344 Mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. 345 Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work. 346 Centering and shuttering including strutting, propping etc. and removal of form for : 347 (a) Foundations, footings, bases of columns, etc. for mass concrete 348 (b) Suspended floors, roofs, landings, balconies and access platform 349 (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers 350 (d) Columns, Pillars, Piers, Abutments, Posts and Struts 351 Cost for writing letters-Name of Temple& U.P. TourismLOGO 352 Cost of 2 Nos sand stonesideshikhar 353 cost of Sand stoneTop shikhar with sand stone col & ornamental feature. As per drg 354 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 355 Red sand stone - Exposed face machine cut and table rubbed with rough backing 356 Interlocking Pathway (1543 SQM) 357 Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (DSR 2.8.1) 358 Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8 359 M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 360 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by usingplate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 361 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern 362 Kund Step 363 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 364 450 mm dia 365 450 mm dia 366 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 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 367 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level : 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) ,including cost of form- work,in foundation and floors. 368 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) 369 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates) in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) 370 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates) in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) 371 First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 372 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 373 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finishedflush. 374 Red sand stone 40 mm thick finedressed 375 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 376 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 377 BENCHES (As per TS Estimate) 378 FRESCO PAINTING ON WALL (As per TS Estimate) 379 Supply & Installation of 20W All in One Solar Street Light with System Efficacy >150lm/Watt and 36 Hours Backup with 3 Step Dimming (Inbuilt Monocrystalline Module and LiFePO4 Batteries) on 4.5 Meters GI Tubular Pole, 3.2mmthick, complete in all respect (Make Wipro/Panasonic/Eveready/Nessa) 380 Information Sign Boards- (1500x1500)-Stone 381 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work with Engraving letters in hard stone on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. 382 Engraving letters in hard stone 383 Retro Reflectorised sign (Stainless steel frame and post with both side sign) 384 Direction and place Indification sign with size more then 0.9sqm size board 385 Providing and Eracting direction and place indification retro refectorisedsign as per IRC-67 made of high intensity grade sheeting .the retro reflective sheeting type-IV shall be tested for 3-year outdoor wheathering test in indian condition as per IRC-67:2012 and proof of thesame in form of Govt. report shall be uploded while quoting tender.while clause 801.3 fixed over aluminuam sheeting 2 mm thick with area excedding 0.9 sqm.supoorted on mild steel single angle irion post 75x75x6 mm 2 nos firmly fixed with to the ground by means of properly designed foundation with M-15 Grade cement concrete 45x45x60 cm below ground as per approved drawing complete. (Morth-801 8.6-Base) 386 Bollard single side 387 suplly and fixing of Bollard single side out of 2 mm thick aluminuam sheet welded poly shaped to make it monolithic pillar size 1200 mm high bollard is having frame 900x900 mm and 600 mm dia for fixation made out 35x35x5 mm angle irion and from side is fully cover (size of founsdation 0.45x0.40x0.600mm) 388 GST Extra As per Applicable