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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. |
| 2 | a) All kinds of soil |
| 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. 40 mm. nominal size)excluding cost of centering, shuttering and finishing in: |
| 5 | a)All works upto plinth level |
| 6 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 7 | a)All works upto plinth level |
| 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. |
| 9 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. |
| 10 | Moorum |
| 11 | 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. |
| 12 | 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) |
| 13 | a) All works upto plinth level |
| 14 | b) 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 |
| 15 | c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 16 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 17 | i) Foundations, Footings, Bases for columns |
| 18 | iii) Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 19 | iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 20 | xiii) Suspended floors, roofs landings, shelves & their supports |
| 21 | 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. |
| 22 | Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and aplying a priming coat of red lead paint. |
| 23 | In R.S. joists, channels, angles, tees |
| 24 | 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. |
| 25 | c) 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. |
| 26 | 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. |
| 27 | a) Plain grill |
| 28 | 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. |
| 29 | a) Plain glass |
| 30 | Single Colour Foam Core FRP (Fiber Reinforced Polymer) Door Shutter Accessories: |
| 31 | i) S. S. Hinges 4” - 3 Nos |
| 32 | ii) S. S. Latch - 1 No |
| 33 | iii) Tower Bolt 5” - 2 Nos |
| 34 | iv) Handle 5”- 2 Nos |
| 35 | Shutter Thickness:b) 35mm |
| 36 | FRP (Fiber Reinforced Polymer) FramesManufacture, Supply and Installation (withanchor 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 saturated 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- 2015 certified company |
| 37 | Specified Cross Section: d) 5” x 2 ½ “ |
| 38 | 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. |
| 39 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 40 | 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. |
| 41 | Neat Cement punning |
| 42 | Providing and fixing vitrified antiskid tiles (320x320) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete. |
| 43 | Providing and fixing white vitereous china pedestal type (Europen type) water closet with seat as lid, whth C.I. brass hinges and rubber fitings 15 lts white vitreous china low level flushing cistern with fittings as brackets 40 mm white precelain 3enameled flush bad, 25 mm overflow pipe with specials and mosquito roof coupling of approved municipal design complete, including cutting and making good the walls and floors where required. |
| 44 | W.C. pan with white plastic seat and lid |
| 45 | Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm 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. |
| 46 | Flat back wash basin size 630 x 450mm with a pair of 15 mm C.P. brass pillar taps. |
| 47 | Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) |
| 48 | 20 mm thick. |
| 49 | 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. |
| 50 | Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design. : |
| 51 | Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe). |
| 52 | 15 mm outer dia CPVC pipe |
| 53 | Providing and fixing brass bib cock (heavy) of approved quality : |
| 54 | 15 mm nominal bore |
| 55 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 15 mm nominal bore |
| 56 | Providing and fixing nahani trap of rigid PVC (approved make ) for S.W.R. pipes including lubricating etc complete, without door : |
| 57 | 110 mm dia |
| 58 | 75mm dia |
