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| 1 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. |
| 2 | Dismantling steel work in built up sections excluding dismembering & stacking within 50 mts. lead. |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 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 directed within a lead of 50 m. |
| 4 | All types of ordinary rock including all types of laterite rock, blasting prohibited. |
| 5 | Hard Rock where blasting prohibited |
| 6 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete |
| 7 | 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: |
| 8 | All works up to plinth level |
| 9 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 10 | 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. |
| 11 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in Superstructure from floor I to floor V level |
| 12 | 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 floors along with 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 |
| 13 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) |
| 14 | All works up to plinth level |
| 15 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level |
| 16 | Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) |
| 17 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 18 | Foundations, Footings, Bases for columns |
| 19 | Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) |
| 20 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. |
| 21 | In tees, angles, flats and channels. |
| 22 | 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 bolted with special shaped washers etc. complete. |
| 23 | Providing and fixing G.I .chain link mesh 2.5” x 2.5” x 10 gauge (3mm thick) having of 1.80 mt height fixed with to angle iron posts and struts by G.I. or M.S. staples at 20cms apart welding with the iron posts (placed at 3 meters centre to centre) including providing barbed wire stiffeners/screws at top and bottom with GI binding wires complete as per the direction of the Engineer – in – charge (angle iron posts struts, earth work and concrete for fencing posts and struts to be paid separately) |
| 24 | Providing and fixing prefabricated compound gate of G.I.pipes 40–50mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing &fixing locking arrangements, pintails, hold fastembeddedcementconcrete1:2:4(1cement:2coarsesand: 4 granitic or basaltic aggregate 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 |
| 25 | 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 |
| 26 | plain plate glass |
| 27 | Providing and fixing anodized Aluminum 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 :- |
| 28 | Using 3mm ACP sheet. |
| 29 | 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. |
| 30 | Plain glass |
| 31 | Providing and fixing anodized aluminum 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: Single leaf door shutters i) with 3 mm ACP Sheet. |
| 32 | Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section |
| 33 | Neat Cement punning |
| 34 | Providing and fixing colour coated Galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA/JSW make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in-charge. |
| 35 | 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 |
| 36 | 18 mm cement plaster in two coats |
| 37 | Painting three or more coats with acrylic 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. |
| 38 | Applying one or more coats of Zinc epoxy primer on steel work of approved brand & manufactured ( Asian/Berger) on New work to give an even shade |
| 39 | Painting Two or more coats of Anti-corrosive Epoxy paint on Steel Work of approved brand on New work to give an even shade |
| 40 | 1.2 mt. height fencing with 1.20mt. R.C.C. posts of standard 30 design placed at 3 mt. apart embedded in cement concrete blocks, corner, end & every 10th post to be strutted with 9 horizontal lines & two diagonals of barbed wire 9.33 kg/100 mt. minimum between two posts, fitted and fixed with G.I. stapples on wooden plug tied to 6mm bar nib with binding wire (cost of posts, struts, earthwork and concrete to be paid separately) |
| 41 | G I. barbed wire |
| 42 | Providing at site 1.8m long RCC standard posts with wooden plugs or 6mm bar nibs. |
| 43 | Supplying at site 2.00 m long RCC standard struts Please Enable Macros to View BoQ information |
