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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 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 5 | a) 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 | a)All works upto plinth level |
| 11 | c)In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels,bands,plainwindowsills,staircasesupto floor fivelevel |
| 12 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 13 | i)Foundations, Footings, Bases for columns |
| 14 | iv)Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 15 | 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. |
| 16 | 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 (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) 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 boltedwithspecial shaped washers etc. complete. |
| 17 | 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. |
| 18 | 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 |
| 19 | 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. |
| 20 | a)Plain grill |
| 21 | 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 directionoftheEngineer-in-charge:Singleor double leaf door shutters. |
| 22 | a)Acrylic sheet |
| 23 | 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:Fixed partitions |
| 24 | A)Acrylic sheet |
| 25 | 25 mm cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement. |
| 26 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 27 | 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 coarsesand) finished withsponge. |
| 28 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 29 | 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. |
| 30 | Providing and fixing prefabricated compound gate of G.I.pipes 40–50 mm dia(medium)with 12mm M.S.square bars of G.I.pipes grill work as per drawing including providing &fixing locking arrangements, pintals, hold fast embedded in cementconcrete1:2:4 (1cement:2 coarsesand: 4 granitic or basaltic aggreate 20mm nominal size)including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete. |
