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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. The contractor has detect different utilities like sewer lne, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. (DSR Code No.2.8.1) AOR |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m. (AOR) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.4.1.8) AOR |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR Code No.5.1.2) AOR |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR Code No.5.9.1) AOR |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR Code No.5.9.5) AOR |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts (DSR Code No.5.9.6) AOR |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Arches, domes, vaults up to 6 m span |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR Code No.6.1.1) AOR |
| 12 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (DSR Code No.13.4.1) AOR |
| 13 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm (DSR Code No.8.2.2.2) AOR |
| 14 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (DSR Code No.8.3.2) AOR |
| 15 | Providing wall putty on new surface with approved quality material of Berger/J.K./Birla or similar make 2 coats |
| 16 | Supply and fixing Garden benches of standard quality in cast iron frame with wrought iron strips 11 Nos. rectangular MS Pipe of 70x25mm on seat and back of size 5 foot length and 2 foot 6 inches height and seat depth 15 to 18 inches approximate with weight of 90kg approx. embedded with hold fast in C.C. block 6\\"x6\\"x9\\" duly painted & as per approved design i/c cartage loading , unloading etc complete in all respects. AOR |
| 17 | P/F Floral and ornate decorative design cast iron base pannels of thickness 20 mm as per design copy enclosed having height of 760 mm and length of 2700 mm (approx) and each cast iron pannel having mild steel flat of size 40x25mm on top in framing and hold fast 150mm length embedded in to the column, pillar at either and with proper grinding of welded marks. Electric supply for welding work to the arranged by the contractor complete. Sparandal, spray primer and painted with enamel paint of approved brand, quality, colour, complete as per the direction of engineer in charge. Total weight of one panel shall be 85.00 kg. Approx. (MR) |
| 18 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar1:4(1cement : 4 coarse sand) and finished neat complete. (DSR Code No.12.20) AOR |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand andmanufacture Please Enable Macros to View BoQ information |
