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| 1 | PART A |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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 anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 4 | 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) |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cumAs in item3 but upto plinth Level |
| 6 | As in item 3 but Above plinth Level |
| 7 | Centring and shuttering including shuttering propping etc and removal of from for Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Centring and shuttering including shuttering propping etc and removal of from Columns, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Centring and shuttering including shuttering propping etc and removal of from Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) Above plinth level upto floor V level |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | Providing and fixing exterior-grade thin brick veneer tiles (approx. 2¼\\" x 7⅝\\", thickness ½\\"–¾\\"), of approved make, size, color, and texture, in [running bond / herringbone / stack bond] pattern, laid over prepared substrate with polymer-modified thin-set mortar or Type N/S cement mortar, including surface preparation, corner units, control joints, pointing, cleaning, and necessary scaffolding, all complete as per drawings, specifications, and instructions of the Engineer-in-Charge |
| 14 | 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 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars |
| 16 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 17 | Finishing walls with textured exterior paint of required shade.New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 18 | Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc.all complete Fixed to steel windows by welding |
| 19 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete On steel work |
| 20 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 21 | Providing & fixing of Post Top 50 Watt fixed on Pillar etc all complete in direction in direction of engineer in charge. |
| 22 | Providing & fixing of LED Bush Light 15 Watt fixed on Pillar etc all complete in direction in direction of engineer in charge. |
| 23 | 20 mm. |
| 24 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire |
| 25 | PART B (Proposed Boundary wall with Honeycomb Brick work & Solidbrick work(4000 Mtr) |
| 26 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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. All kinds of soil |
| 27 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 28 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 29 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 30 | All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Footing |
| 31 | All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum, As in item 6 above but 1:1.5:3 for Column |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 33 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 35 | Providing and fixing exterior-grade thin brick veneer tiles (approx. 2¼\\" x 7⅝\\", thickness ½\\"–¾\\"), of approved make, size, color, and texture, in [running bond / herringbone / stack bond] pattern, laid over prepared substrate with polymer-modified thin-set mortar or Type N/S cement mortar, including surface preparation, corner units, control joints, pointing, cleaning, and necessary scaffolding, all complete as per drawings, specifications, and instructions of the Engineer-in-Charge |
| 36 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth levelupto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand). |
| 37 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 38 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 39 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 43 | Sand Stone Cladding Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) 30 mm thick |
| 44 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. Make Hilti /Rawlplug /Fisher) |
| 45 | Providing & fixing of Post Top 50 Watt fixed on Pillar etc all complete in direction in direction of engineer in charge. |
| 46 | Providing & fixing of LED Bush Light 15 Watt fixed on Pillar etc all complete in direction in direction of engineer in charge. |
| 47 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 20 mm. |
| 48 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 x 1.5 sq.mm. + 1 x 1.5 sq.mm. Earth wire Please Enable Macros to View BoQ information |
