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Structure BOQ-2A, BOQ of Concrete Work, PCC & RCC, DPC, Shuttering- Plywood, Aluminum, Mivan,Reinforcement steel

Er. Parbhakar Dwivedi
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Project Name:

Sr. No. Description Unit Rate* Towers Rate* Basement & Misc. Qty. Towers A Qty. Towers B Qty. Basement & Misc. Amount
Note : All Basic Rate FOR Site, OPC Cement (Grey color) = Rs.240/Bag, Reinforcement (TMT ) or High yield strength Deformed (Tor steel) bars of all size including 6mm dia of Fe-500 grade - Rs 45000/MT, Structural Steel - Rs 50000/MT, Quoted Rates are for all heights, depths, levels, leads and lifts.
2.0 .CONCRETE WORK (PLAIN AND RCC)
.(Rates for all cement concrete items plain and reinforced described below shall include work from lowest Basement to top of last roof including roof of machine room, mumty, overhead tanks and parapets above.The rate shall be inclusive of provision for sleeve for pipe / opening etc.for all heights. This section covers cast in situ structural and architectural as well as precast structural and architectural concrete).
2.1 Plain cement concrete ( PCC )
Providing and laying plain cement concrete of specified grade as bed concrete under foundation, bases for rafts, underground water tank, building machine equipments, column footing, under floor landings, below road and pathways,cill, coping, screeding at roof to required slope and other locations as called for laid, consolidated and cured etc. complete in all respect including finishing the top surface to receive the next course / layer as per specification and drawing including the cost of centering and shuttering.
2.1.1 M 5 Grade with graded stone aggregate 20 mm and down gauge Cum 4600 4500
2.1.2 M 7.5 Grade with graded stone aggregate 20 mm and down gauge Cum 4900 4800
2.1.3 M 10 Grade with graded stone aggregate 20 mm and down gauge Cum 5200 5100
2.1.4 M 15 Grade with graded stone aggregate 20 mm and down gauge Cum 5500 5400
2.2 Damp proof course
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).Cost including Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
2.3 Cast-in-situ concrete
Providing & laying cast - in - Site from batching plant, machine mixed and machine vibrated structural controlled cement concrete of specified grade for all leads and lifts using pump with 20mm down gauge coarse aggregates excluding cost of centering, shuttering and steel reinforcement but including cost of making shear keys and provision of construction / control joints in various locations, laid, consolidated and cured, item to include all structural items like base raft, ramp, column, column capitals, wall, footings, equipment foundations, fins, mullions,beams, lintels, pergola, chajja, facia, parapet, railing, slab,sloping roof, machine foundations trenches, shelves, cills, counters, drains and sumps etc. of any shape and sizes. The rates of concrete to include the cost of admixtures / plasticisers/superplasticers/ bonding agent to achieve specified strength and to facilitate pumpable concrete etc complete for all height and level. in all respect to the satisfaction of Engineer-in-charge for all leads and lifts (Note :- Max. Permissible Limit of Fly Ash is 20% of Cementious Content) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000. Contractor shall take utmost care for water curing of RCC elements and in the absence of proper curing, Engineer In Charge may direct contractor to execute polymer based film forming curing at no additional cost to the Owner.
2.3.1 Foundation, raft slab, raft beams, plinth beam, lift pits, sump pits,drains, trenches, pedestals / bases of coloum, wall foundations grade slab machine foundation etc.
(a) M20 grade concrete Cum 5850 5800
(b) M25 grade concrete Cum 600 5950
(c) M30 grade concrete Cum 6150 6100
(d) M35 grade concrete Cum 6300 6250
(e) M40 grade concrete Cum 6450 6400
2.3.2 Suspended floors, roofs, slabs, balconies, shelves/ counters,ledge, cills, stairs, Landing & waist slabs, folded plate stairs and landings, lintel and floor beams, girders (deep beams), RCC bands, cantilever projections, cornices, slope roof slab of tank, arches, other non-structural elements etc.
(a) M20 grade concrete Cum 5950 5900
(b) M25 grade concrete Cum 6100 6050
(c) M30 grade concrete Cum 6250 6200
(d) M35 grade concrete Cum 6400 6350
(e) M40grade concrete Cum 6550 6500
(f) M45grade concrete Cum 6700 6650
(g) M50grade concrete Cum 6850 6800
2.3.3 Columns, Stub column, pillars, piers, abutments, posts and struts, offset and projection of columns, etc.
(a) M20 grade concrete Cum 6150 6050
(b) M25 grade concrete Cum 6300 6200
(c) M30 grade concrete Cum 6450 6350
(d) M35 grade concrete Cum 6600 6500
(e) M40 grade concrete Cum 6750 6650
(f) M45 grade concrete Cum 6900 6800
(g) M50 grade concrete Cum 7050 6950
2.3.4 Walls (any thickness) - water tank walls, lift walls,shear walls, STP Walls, swimming pool wall, retaining wall, shear walls, STP walls and ramp walls, Walls at podium slab surrounding cutouts etc.
(a) M20 grade concrete Cum 6125 6075
(b) M25 grade concrete Cum 6275 6225
(c) M30 grade concrete Cum 6425 6375
(d) M35 grade concrete Cum 6575 6525
(e) M40grade concrete Cum 6725 6675
(f) M45 grade concrete Cum 6875 6825
(g) M50grade concrete Cum 7025 6975
2.3.5 Parapets, planters, facias, fins, vertical projection of balconies, pergolas, mullions, copings, cills etc. (for all heights as shown in the drawing)
(a) M20 grade concrete Cum 6275 6225
(b) M25 grade concrete Cum 6425 6375
2.3.6 Cornics, moulding, bands, corbeling strips etc.
(a) M20 grade concrete Cum 6325 6275
(b) M25 grade concrete Cum 6475 6425
2.3.7 Finishing the top surface of RCC slab/Stitch slab (while it is green) to required slope/grade with rough/ polished / broomed finish using power trowels (both fan and disc) including providing and spraying non metallic floor hardner @ 3 Kg/sqmt or as per manufacture specification of approved make Fosroc or equivalent for moderate traffic as per instructions of Engineer In Charge. Sqm 175 175
a Extra for making groove of 10 x10 mm size filled with polysulphide or equivalent material as specified in drawings and as per instructions of Engineer In Charge. Rmt.. 28 28
2.3.8 Providing and mixing Micro Silica ( Confirming to ASTM C 1240 with latest standards) to RCC work in a ratio recommended by manufacturer and as directed by the Project Manager Kg. 40 40
2.4 Centering and shuttering
2.4.1 Providing and errecting approved system of form work by using approved 12 mm thick plastic coated Marine plywood shuttering and centering for structural concrete work in locations called for including strutting, propping, bracing, bolting, wedging, casing, striking,sealing the joints with foam and heavy duty brown adhesive tape, removal of form work etc. complete for any size, shape, section, thickness. Props shall consist of well designed steel pipes adequately braced (wooden ballies as props shall not be permitted). The item to include centering and shuttering at all heights and at all levels. Rate is inclusive of deshuttering and decentering
Rate to include for forming grooves, drip course, chamfers, cut-outs, openings, provision of lintel dowels, etc. where called for and for dressing with approved shuttering oil to prevent adhesion. Unexposed concrete surfaces subsequently left untreated (in the condition obtained on removal of form work) shall not constitute exposed concrete work and shall be measured under this item only. Irregular shapes with sides which may not be perpendicular to each other for shapes not conforming to rectangle or square shall not be paid separately. including cost of shuttering and staging material (quoted rate to include all staging upto any height).
a. Foundation, raft slabs, raft beams, plinth beam, pedestals/ bases of columns grade slab,sumps, lift pit, foundation of equipment etc. Sqm 410 410
b Suspended floors, roofs, slabs, Column capitals, sloping roofs, landings, balconies, stairs and landings, slabs of water tank, ramp slabs, lintels, beams, floor beams, girders, cantilever beams, deep beams, ramp beams, arches etc.. Sqm 445 445
c Columns of any shape, walls (except retaining wall and parapet, any thickness), pillars, piers, abutments, posts and struts, off sets & projection of columns, transfer columns, lift walls, water tank walls, shear wall, STP wall, swimming pool wall ,ramp walls, shear wall, STP wall, Walls at podium slab surrounding cutouts etc. Sqm 465 465
d Shelves, counters in kitchen/ pantries and toilets etc Sqm 500 500
e Parapets, Planters, vertical fins, balcony facias, projections, pergolas, mullions, cills, mouldings, ledges, as per the shape and profiles indicated in the drawings. Sqm 525 525
g Cornices, moulding , bands , corbelling, strips etc. Sqm 625 625
2.4.2 Providing and errecting approved system of form work by using approved 12 mm thick plastic coated Marine plywood shuttering / aluminium shuttering as approved by Engineer-in-Charge and centering for structural concrete work in locations called for including strutting, propping, bracing, bolting, wedging, casing, striking,sealing the joints with foam and heavy duty brown adhesive tape, removal of form work etc. complete for any size, shape, section, thickness. Props shall consist of well designed steel pipes adequately braced (wooden ballies as props shall not be permitted). The item to include centering and shuttering at all heights and at all levels. Rate is inclusive of deshuttering and decentering
Rate to include for forming grooves, drip course, chamfers, cut-outs, openings, provision of lintel dowels, etc. where called for and for dressing with approved shuttering oil to prevent adhesion. Unexposed concrete surfaces subsequently left untreated (in the condition obtained on removal of form work) shall not constitute exposed concrete work and shall be measured under this item only. Irregular shapes with sides which may not be perpendicular to each other for shapes not conforming to rectangle or square shall not be paid separately. including cost of shuttering and staging material (quoted rate to include all staging upto any height).
Retaining Walls (any thickness) Full height of retaining wall shall be cast in one go. Sqm 475 475
2.4.3 Item same as 2.4.1 but for Aluminum shuttering ( Mivan Shuttering ) as approved by Engineer-in Charge instead of Ply or Steel shuttering
a Suspended floors, roofs, slabs, Column capitals, landings, balconies, stairs and landings, slabs of water tank, ramp slabs, lintels, beams, floor beams, girders, cantilever beams, deep beams, ramp beams, arches etc.. Sqm 680 680
b Columns of any shape, circular column, walls (any thickness), pillars, piers, abutments, posts and struts, off sets & projection of columns, transfer columns, etc. Sqm 690 690
2.5.1 Reinforcement steel (Labour Rate only)
Unloading, straightening, fabricating, bending, laying and fixing in position steel reinforcement ( Fe 500 ) of all dia. in all reinforced concrete work, including straightening, cutting, removal of loose rust by wire brush and coating with cement slurry, bending, hoisting, laying in position to the shape and profile required at all levels and heights as per drawing and design and/ or as directed, binding with 18 gauge MS annealed steel wire etc. complete. (Quoted rate also to include providing & fixing the binding wire, cement mortar/PVC spacer blocks etc.) Only those laps approved for payment by Engineer In-charge shall be paid for.) Chair and spacers as actual shall be measured and paid.
Thermomechanically Treated Reinforcement (TMT ) or High yield strength Deformed (Tor steel) bars of all size including 6mm dia of Fe-500 grade. MT 8000 7500
OR
2.5.1 Reinforcement steel
Supply, Unloading, straightening, fabricating, bending, laying and fixing in position steel reinforcement (Fe 500) of all dia. in all reinforced concrete work, including straightening, cutting, removal of loose rust by wire brush and coating with cement slurry, bending, hoisting, laying in position to the shape and profile required at all levels and heights as per drawing and design and/ or as directed, binding with 18 gauge MS annealed steel wire etc. complete. (Quoted rate also to include providing & fixing the binding wire, cement mortar/PVC spacer blocks etc.) Only those laps approved for payment by Engineer In-charge shall be paid for.) Chair and spacers as actual shall be measured and paid.
Thermomechanically Treated Reinforcement (TMT ) or High yield strength Deformed (Tor steel) bars of all size including 6mm dia of Fe-500 grade. MT 62000 61000
2.5.2 Welding of reinforcement steel
Welding steel reinforcement of any diameter for laps, with insert plates as per specifications at all locations as called for including the cost of all materials, labour, tools and tackles and processes complete.
a. Bult welding per cm weld length 30 30
b. Point Welding per cm weld length 45 45
Total carried over to summary
* Average market rate but may vary with locality, class of contractor & client, material & resource availability, quality of material, time, quantity, local authority etc. and excluding service tax / GST etc.

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