Tender for Zone-1 Ward No. 27 Bagh Muzaffar Khan Kolipada Toilet Repair And Tank Construction Work. - Cleaning of the site for warkable etc. All complete. (Non Scheduled) 2 Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated 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 up to a distance of 30m form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251) 3 Earth work in Cutting or in embankment in rodinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (20-Chapter PWD.SCH.No.253(a))PWD Sheduled 2015 4 Providing and laying cement concrete in 1:5:10 (1 cement :6 fine sand 12 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter S.I. No. 01) 5 Class-150 brick work in 1:6 cement and Coarse sand 1.25 fineness modulus mortor in Foundation including supply of all material, labour and tolls and plants etc. All complete. (CP-6 S.I. No. 01) 6 Providing and laying D.P.C. 40cm. Thick with cement concrete consisting of one part cement 1.5part of coarse sand and three part of approved 10mm grade stone grit and including water proofing material as directed by the engineer-in-charge in the proportion as specified by the manufacturer. {Chapter No.07 Si.No.1} 7 Class-150 brick work in 1:4 Cement and Coarse sand 1.25 fineness modulus mortor in Super Structure including supply of all material, labour and tolls and plants etc. All complete. (Chapter No.06 S.I. No. 2+5) 8 M-150 in 1:3 with cement and coarse sand in Sub structure for 12cm. thick wall including supply of all material labour T & P etc. required for proper completion of work. {Chapter No.6 Si No.4+6} 9 RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth leuel:1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)(5-Chapter S.I. No.-8) 10 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (b) 10mm to 12mm tor.(Chapter No. 10 S.I. No. 504(B)) 11 12mm cement plaster with cement mortar in proportion ofl:4 cement & coarse sand of single coat for interior plastering upto flool two level including internal rounded angles chamfers, and rounded angles not exceedlng 80mm. ln girth and finished even and smooth.(Chapter No.13 Si.No. 1) 12 Mild steel of iron in heavy size such as trusses built up gates record reck, roof work gates etc. brought to required form including drilling holes revitting are welding where neccesary, and also including supply of steel bolts , nuts wastage etc. and there fixing required for completion of the work. 13 Pro/iding and fxing lSl marked flush door shutters conforminglo lS : 2202 (Part l) decorative type, core of block board nstruction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including lsl marked Stainless Steel butt hinges with necessary screws. (Excluding cost of Flttings(a) 30mm thick. {Chapter No.09 } 14 Supply and Fixing Oxided Iron Fitting etc. all complete (None Scheduled) 15 Providing and fixing of door & ventilater etc. all complete. (DSR No. 9.6.1) 16 Finishing walls with Acrylic Smooth exterior paint of required shade ; New work (Two or more coat applied @ 1.67 llth) sqm over and including priming coat ofexterior primer applied @ 2 20 kg/10 sqm) supply of all labour material and T&P required for proper completion of work.{Chapter No.15 SN -5 } 17 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/l0 sqm over an under coat of primer applled @ O.B0 ltr/10 sqm of approved brand and manufacture. supply of all labour material and T&P required for proper completion of work..(15-Chapter Sr.No.6) 18 Providing and laying Ceramic non skid floor tiles of size300x3OO mm (thickness to be specified by themanufacturer) of 1st quality conforming to lS : 15622 ofapproved make in colours such as White, lvory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement : 4 Coarse sand), Jointing with grey cementslurry @ 3.3 kg/sqm including pointing the ioints with whitecement and matching pigment etc., complete.. (Chapter No.14 S.I. No.18) 19 Providing and fixing water closet squatting pan (Odisa type W.C. pan) with 100 mm Sand Cast lron P or S trap, 10litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to lS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Chapter No.24 SI. No.1) 20 White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C. P. Brass pillar taps(Chapter No.24 Si.No.5A) 21 Marble Tiles stone slabs 18 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm (average) thickcement mortar 1:3 (1 cement: 3 coarse sand) and jointedwith grey cement slurry mixed with pigment to match theshade of the slabs, including rubbing and polishingcomplete {Chapter No.14 Si.No.10} 22 Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent. (19-Chapter Sr.No.2) 23 Providing and fixing PVC pipe conforming to lS makeworking pressure 6 KgiSqCm incuding testing labour T&Pand all complete fittinqs(Chapter No.23 SI.No. 30(C))110mm 24 Providing and fixing PVC pipe conforming to lS makeworking pressure 6 KgiSqCm incuding testing labour T&Pand all complete fittinqs(Chapter No.23 SI.No. 30(C))140 mm 25 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply,including all CPVc plain & brass threaded fiftingS, includingfixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fiitings with one step CPVC solventcement and testing of joints complete as per direction ofEnoineer in Charqe.(d) 25mm nominal outer dia pipes.(Chapter No.23 SI.No.1C) 26 Supply & Fixing of brass Bib Cock of approve quality etc. all complete. 15 mm (Chapter No.21 Si.No.114) 27 Supply & Fixing of C.P. brass Stop Cock (Conceled) of Standerd design of approve quality etc. all complete. (Chapter No.21 Si.No.44) 25mm. (Chapter No.21 Si.No.112) 28 Prorlams and hlns itrifbd floor tiles with lean concretsof sooxsoomm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete E/l. (Chapter No.14 Sr.No.15)Same as above but for 600X600mm size. 29 Supply and Fixing of Light Fitting Switch Board. (None Sheduled) 30 Supply and Fixing Wiring of Light Point. (None Sheduled) 31 S/L/J of 20mm dia PVC Cunduct Pipe etc. all complete. 32 Supply & Fixing of wiring Sub Main. 33 Supply & Fixing of Plug Point 15mm. 34 Lettering & Painting of wall etc. all complete. 35 Supply & Fixing of 27watt. CFL etc. all complete. 36 Providing & laying of G.S.B. with graded material including spreading, dressing watering and ramming etc. All complete. (Non Scheduled) 37 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 (Chaptero.20 Si.No.17)80mm Ordinary Gray 38 Cartage of Ballast, Kankar, Coal, Grit or Sand etc, including loading and unloading but excluding stackings on pucca roads.(Chapter No.3Si.No.8)8km. 39 Carriage of material by head load upto 90 meter distance etc. all complete.(Chapter No.3Si.No.1.1(i)) 40 Installation of Submersible pump ISI marked (1.50HP) etc.all complete. 41 Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) 42 Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per directionof Engineer-in-charge ln cement mortar (17-Chapter Sl. No.6) 43 Constructing brick masonary chamber @er for underground c.linspection c-hamber and bends with bricks in cement mortar 1:4 (1cement : 4 coarse sand) C.l. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 m(1 cement ; 5 fine sand : 1O graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floaling coat of neat cement on walls and bed concrete etc. complete as per standard design:{Chapter No.25 Si.No.6)@inner dimentions 500x700 mm and 45 cm deep for single PiPe line : With common burnt clay F.P.S (non modular) bricks of class designation M-150 44 Stone work (machine cut edges) for wall lining etc. (veneer work)upto 10 metre height, backing filled wilh a grout of average 12 mm thick cement mortar 1r3 (1 cement: 3 coarse sand) including pointing in whiie cement mortar 1:2 (1 white cemenl :2 stone dust) with an admixture of pigment malching the slone shade : lfq !q secured to the backinq and the sides !y means of cramps and oins which shall be oaid for 99!!I4!9UI Red sand stone - exposed face fine dressed with rough backing. 30 mm thick (Chapter No.18 Si.No.7 ) 45 6mm Celling plaster 1:3 (1 cement : 3 fine sand) cement & fine sand in F.lvl. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. (V) 1 cement : 3 fine sand (15-Chapter13 Si.No.13) 46 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smoothcomplete. including curing the cost of all material, labour, T&P etc complete. (15-Chapter Si.No.1) 47 Providing & Fixing 1.00mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse shdeof adhesive bonding quantity conforming to lS : 2046 Type S,including cost of adhesive of approved quality. (l.50mm thick) (Chapter No. 9 S.I. No.6) 48 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply,including all CPVc plain & brass threaded fiftingS, includingfixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fiitings with one step CPVC solventcement and testing of joints complete as per direction ofEnoineer in Charqe(A)15mm nominal outer dia pipes. (Chapter No.23 Si.No.1A) 49 S/F Chequerred precast cement concrete tiles 22 mmthick in footpath & courtyard, jointed with neat cementslurry mixed with pigment to match the shade of tiles,including rubbing and cleaning etc. complete, on 20 mmthick bed of cement mortar 1:4 (1 cement: 4 coarse sand).including 50mm thick base with concrete 1:4rB completeas per E/l. (Chapter No. 14 S.I. No.9) 50 Sub Total (A) 51 Deduction Cost of Material Old workable bricks etc. all complete. 52 Diduction of cost brick/bats. (Chapter No.1 Sr.No.2(c)) 53 Sub Total (A) 54 Sub Total (A-B) 55 Add/Deduction Rs. For Estimate Figure Amount Match 56 Grand Total
