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| 1 | Earth work in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavatd soil as directed within a lead of 50 m AR/GNIDA(AOR-Sr. no 6 item code. 2.8.1) |
| 2 | Providing and laying in position cement concrete with 4cm gauge stone ballast, coarse sand and cement in proportion 8:4:1 , including supply of all materials, labour, Tools & plant extra for proper completion of the work. (SOR item no 281/p-17) |
| 3 | M-150 brick work in 1:4 1 cement and 4 coarse sand of 2.20 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required proper completion of the work. (SOR item no305a/ p-19) |
| 4 | M-150 brick work in 1:4 1 cement and 4 coarse sand of 2.20 FM mortar in Superstructure for wall of one brick thick including supply of all materials, labour and T&P etc. required proper completion of the work. (SOR item no305a/ p-19) |
| 5 | Chequerred precast CC tiles 22mm thick in footpath and courtyard on 20mm thick bed of Cm1:4. (Sor based on DAR 18 /11.20.2) |
| 6 | 12 mm cement plaster of mix 1:6 (1 Cement : 6 C. Sand). (DSR Code.No-13.4.1) AOR |
| 7 | 15mm cement plaster on rough side of single or half brick wall of mix 1:6 (1Cement: 6 Coars sand) (AOR-Sr. no 57item code. 13.5.2) |
| 8 | Reinforcement cement concrete work in beams, suspeded floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, straircases and spiral stair cases above plint level up to floor five level, excluding the cost of centering, shuttering, finishing and reinfrocement with :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (AOR sr. no 22/ item code no 5.3) |
| 9 | Steel reinforcement for RCC Work including straightening, cutting, bending,placing in position and binding all complete up to plinth level miled steel and medium tensile steel bars. (AOR-Sr. no 30 item code. 5.22.1) |
| 10 | Centering and shuttering including strutting, propping etc. and removalof form for : :edge of slabs |
| 11 | Finishing walls with water proffing cement paint of approved make and quality with three coats and give an even shade including supply of material laour, tools and plants etc, required for proper completion of per work. (SOR item no 660+661/p-23) |
| 12 | Steel work welded in built up sections/ framed workincluding cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required. n graatings, frames, guard bar, ladder, railings, brackets ,gates and similar works . (AOR-Sr. no 44 item code. 10.25.2) |
| 13 | Supply and fixing of RCC Grill work jali of approved pattern and make at site of work in cement concrete consisting of cement, approved coarse sand and 6mm nominal size stone grit in the proportion of 1:2:4 and reinforced with 6 mm dia M.S wire/bar including cutting and finishing with 1:3 cement and fine sand of 1.25 finess modulus mortar including supply of all materials. labour, tools and plants etc, required for proper completion of the work but excluding plaster on jambs, still and soffit of the opening 1. 5cm thick (Sor Sr. no 21.17 /page 27) |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work(AOR-Sr. no 65 item code. 13.61.1) |
| 15 | Supply of Good Earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. |
| 16 | Earth work in excavation by mechanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. 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. The contractor has to detect different utilities like sewer line, 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. All kinds of soil. (DSR Code No.-2.8.1) AOR |
| 17 | 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) (DSR Code No.-4.1.8) AOR |
| 18 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size) (DSR Code No.-5.1.2) AOR |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (DSR Code No.-5.22.3) AOR |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR-18/ Item Code.No-5.9.1) AOR |
| 21 | 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 |
| 22 | 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 |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR-18, I.No.-5.9.3/P-96) |
| 24 | M-150 brick work in 1:4 1 cement and 4 coarse sand of 2.20 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required proper completion of the work. (SOR item no305a/ p-19) |
| 25 | 12 mm cement plaster of mix 1:6 (1 Cement : 6 C. Sand). (DSR Code.No-13.4.1) AOR |
| 26 | 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. Granite of any colour and shade. Area of slab over 0.50 sqm (DSR-18/ Item Code No.-8.2.2.2) AOR |
| 27 | EXtra for pre finished nosing in teads of steps of Kota stone/ sand stone slab.A/R |
| 28 | Providing wall putty on new surface with approved quality material of Berger/J.K/Birla or similar make 2 coats. (SOR-item no. 662/pg. 23) |
| 29 | Garden Bench Having total Wt-70-75 Kgs , Size 5Ft lenth Garden Benches (70-75 Kg Cast iron legs with 7 tank powder coating with 8 nos fiber 4mm thick strips with stainless steel rut bolt, seating material frames /patii-FRP: ( Fiber-Reinforced Plastic) |
| 30 | P/f floral and ornate decorative design cast iron base panels of thickness 20mm as per design copy enclosed having height of 760mm and length of 2700 (approx.) each cast iron panel having mild steel flat of size 40x25mm on top in framing and hold fast 150.00mm length embedded in to the column, pillar at either end with proper grinding of welded marks. Electric supply for welding work to the arranged by the contractor complete. Sprandal, spray primer and painted with enamel paint of approved brand, quility, color complete as per the direction of E/I. Total weight of one panel shall be 85.00 Kg. Approx. (MR) |
| 31 | 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 mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. (DSR Code No.-12.20) AOR |
| 32 | Finishing wall with textured exterior paint of required shade: New work (Two or more coats applied @3.28ltr/10sqm) over and including priming coat of exterior primer applied @2.20kg/10sqm. (Item code 13.45.1) |
| 33 | Stone work machine cut edges for wall lining etc. (veneer work) up to 10mtr height filled with a grout of average 12mm thick cement mortar 1:3 (1cment : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement:2 stone dust with an admixture of pigment maching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paide for separately. While sand stone exposed face machine cut and table rubbed with rough b acking 30mm thick . AOR 8.14.4.5, P-125 |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work(AOR-Sr. no 65 item code. 13.61.1) |
| 35 | Supply of Good Earth work , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. Please Enable Macros to View BoQ information |
