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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.monplan)includingdisposalofexcavated earthleadupto50mandliftupto1.5mdisposed earthtobeleveledandneatlydressedincluding providingbarricading,dangerlightingguardingas directed in : |
| 2 | AlltypesofOrdinaryrockincludingalltypesof laterite rock, blasting prohibited |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering,shuttering and finishing in: |
| 5 | All works upto plinth level |
| 6 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement. |
| 7 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 8 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement.+ Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 9 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) |
| 10 | All works upto plinth level |
| 11 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 12 | In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 13 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 14 | Foundations, Footings, Bases for columns |
| 15 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 16 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 17 | Suspended floors, roofs landings, shelves & their supports |
| 18 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986)for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 19 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 20 | a)Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge. |
| 21 | Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. |
| 22 | Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws. |
| 23 | Plain grill |
| 24 | Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: windows with two sliding shutters using 18 mm series shutters section. |
| 25 | Plain glass |
| 26 | Providing and fixing position 62 mm thick double skin partition with frame in size 75 x 38 mm and internal frame of 50 mm x 38mm and fixing of 12 mm thick flat pressed melamine faced three layered prelaminated wood based particle board with exterior grade BWP /BWR synthetic resin as per IS-3087 (1985) type I on the edges of Navopan make or equivalent. One side shade of approved lamination and other side white balancing lamination |
| 27 | Nano / equivalent |
| 28 | Cuddappah stone slab machine cutflooring over 20mm (average) thicknessof cement mortar 1:4 (1 cement : 4 coarse sand laid over and jointed with grey cement slurrymixed withpigment to match the shade of the slab includingrubbingandpolishing complete - 25 mm thick. |
| 29 | Providing and fixing coloured ceramic tiles spartek or equivalent of 8\" x 8\" size and 6 mm thick in skirtingand dados on 12 thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete. |
| 30 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. |
| 31 | C)80 mm thick in all colours except grey (M40 grade) |
| 32 | Single Colour Foam Core FRP (Fiber Reinforced Polymer) Door Shutter |
| 33 | Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by usingtray system with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) . The core of shutter will be filled as specified (Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam). The shutter to be of single colour & water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2008 certified factory. |
| 34 | Accessories: |
| 35 | i) S. S. Hinges 4” - 3 Nos |
| 36 | ii) S. S. Latch - 1 No |
| 37 | iii) Tower Bolt 5” - 2 Nos |
| 38 | iv) Handle 5”- 2 Nos |
| 39 | Shutter Thickness:: b) 35mm |
| 40 | FRP (Fiber Reinforced Polymer) Frames |
| 41 | Manufacture, Supply and Installation (with anchor fastener) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) Frame of cross section as per options below with right angle joint and FRP (Fiber Reinforced Polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). The core of frame would be filled with seasoned wood as infill material. The slot of frame for door resting will be of suitable width so as to take specified thickness door.. The frame will be water proof as well as mild acid/ alkali resistant manufactured in an ISO 9001- 2008 certified company. |
| 42 | Specified Cross Section d) 5” x 2 ½ “ |
| 43 | Supplying andfixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mountedon specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pulloperation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring. |
| 44 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 45 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 46 | Neat Cement punning |
| 47 | Finishing fine with neeru over plaster |
| 48 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 49 | Wall painting(two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 50 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 51 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 52 | Providing water proofing treatment over the newR.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand), finished smooth with wooden trowel with false marking of 30 cms square.The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. |
| 53 | Providingandfixingwhitevitreouschinatype waterclosetsquattingpan(europeantypew.c. pan) with flush valve Nelson/ similar) fully chromiumplatedwithstopcockwallflanges flush pipe or elbow and vaccu.m breaker coupling etc. including cutting making good the walls and floors where required. |
| 54 | Providingandfixingvitreouschinawashbasin withRSorC.I.bracketspaintedwhite,15mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. |
| 55 | Flat back wash basin size 630 x 450mm with a pair of 15 mm C.P. brass pillar taps. |
| 56 | Providingandfixingwhitevitreouschinaflat backorwallcornertypelippedfronturinal basinof 430 x 260 x 350 mm and 340 x 430x 265 mm respectively. |
| 57 | Providing & fixing bevelled edge mirror of superiorglass(5mmthk)ofapprovedQuality, shape & size complete with CP brass screws and washers, Cleats, CP studs etc Complete. |
| 58 | Providing & fixing c.p. brass towel rail complete withC.P.brass bracketsfixedtowoodencleats with C. P. brass screws |
| 59 | 600 x 20 mm size |
| 60 | Providingandfixingchlorinatedployvinyl chloride(CPVC)pipesconfirmingtoIS:15778, havingthermalstabilityforhotandcoldwater supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing.This includes jointing of pipesandfittingswithonestepCPVCsolvent cementandtestingofjointscompleteasper directionoftheEngineer-in-charge.Concealed work(mediumdutySDR13.5pipe)including cutting chases and making good the walls etc. |
| 61 | 15 mm dia nominal outer dia pipes. |
| 62 | Providingandfixingchlorinatedployvinyl chloride(CPVC)pipesconfirmingtoIS:15778, havingthermalstabilityforhotandcoldwater supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing.This includes jointing of pipesandfittingswithonestepCPVCsolvent cementandtestingofjointscompleteasper directionoftheEngineer-in-charge.Concealed work(mediumdutySDR13.5pipe)including cutting chases and making good the walls etc. |
| 63 | 20 mm dia nominal outer dia pipes. |
| 64 | Providingandfixingchlorinatedpolyvinyl chloride(CPVC)pipesconfirmingtoIS:15778 havingthermalstabilityforhotandcoldwater supply includng all CPVC plain and brass threaded fittings CPVC solvent cement, trenching, refilling and testing of joints complete as per firectionof the Engineer incharge.(External work (heavy duty SDR 11 pipe) |
| 65 | 40 mm nominal outer dia pipes. |
| 66 | Providing and fixing NICKEL chrome plated copperalloyFancyTwoWayBibCockwith singleknobandwallflangeconformingtoIS8931:1993 15mm nominal bore. |
| 67 | Providing and fixing Hand Shower (Health Faucet)with8mmdia,ABS/brassbodywith doublelock1.00mlongFlexibletube(Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards. |
| 68 | Providing and fixing NICKEL chrome plated copperalloyFancyconcealedstopcockwith slindingflance15mm Jaquarmakeor equivalent. Confirming to IS 8931;1993 |
| 69 | 15mm nominal bore |
| 70 | Providing and fixing brass stopcock (heavy) of approved quality : |
| 71 | 15 mm nominal bore |
| 72 | Providing and fixing brass full way valve (heavy) duty with wheelof approved quality : |
| 73 | 20 mm nominal bore |
| 74 | Providing and fixingP.V.C. connection pipe with brass unions 15 mm nominal bore: |
| 75 | 45 cm (18”) length . |
| 76 | Providingandplacingonterraceroofoffloor two (1stflor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming toI S 12701; 1996. |
| 77 | 1000 lit. capacity |
| 78 | Constructing brick masonry manhole or inspectionchamberwithsecondclassbricksin cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with gradeM 25 mix design with coarse sand and graded granitic or basaltic stone aggregate as per mix design requirements foundation concrete M 25 mix design with coarsesandgradedgraniticorbasalticstone aggregate as per mix design requirements inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floatingcoatofneatcementandmaking channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominalsize)neatlyfinishedcompleteasper |
| 79 | Inside size 60 x 60cmand 60cm deep including C.I.coverwithframe(lightduty)455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg). |
| 80 | Providingandfixingsquare-mouthS.W.gully trapgrade‘A’completewithc.i.gratingbrick masonry chamber and water tight C.I. cover with frame of 300 x 300 mm size (inside the weight of cover to be not less than 4.53 kg). And frame to be not less than 2.72 kg as per standard design : |
| 81 | 100 x 100 mm size P type |
| 82 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: |
| 83 | 110 mm dia |
| 84 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes ofapproved including lubricant etc. complete (single/double) socketed: |
| 85 | 75 mm dia |
| 86 | Making soak pit. 2.5 m dia 3 m deep with 45x45 cmdrybrickhoneycombshaftandS.W.drain pipe100mmdiameter,1.8mlongcomplete filledwithlateritestoneaggregate125to180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design. |
| 87 | Providinganti – termitetreatment tobuildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from thedateof completionincluding eradicatinganyinfestationoftermitefreeof cost during the guaranty period complete. (The payment will be made on plinth of the building. |
| 88 | Pre-construction |
