boq ishanya- no formula

15
PROPOSED ADDITIONS IN ARCADE-02 & ARCADE-03 AT ISHANYA MALL,PUNE. 28-Feb-2012 Sr. No. ITEM DESCRIPTION UNIT QTY CURRENCY RATE AMOUNT A PLAIN CEMENT CONCRETE 1 1.1 Cu.m. 0 1.2 Cu.m. 0 D REINFORCED CEMENT CONCRETE 1 Concreting Item Cu.m 1 Footings Cu.m 0 2 R.C.Columns Cu.m 10 Rs 6000 60000 3 Slabs Cu.m 150 Rs 6000 900000 4 R.C.Walls Cu.m 5 Rs 6000 30000 5 R.C.Beams Cu.m 5 Rs 6000 30000 Providing and laying plain cement concrete M-15 including centering, vibrating, shuttering, compacting, curing, de-watering, etc. complete. Below waterproofing layer, raft, foundations and plinth beams as levelling course In flooring above compacted dry sand filling / plum concrete filling/ rubble soling or compacted plinth filling, to a thickness of 150 mm to 300 mm after laying reinforcement if specified, the reinforcement work being paid for separately under the reinforcement item. The laying of PCC shall be in panels, the sequence and the arrangement of construction joints and the surface finish of which shall be as suggested / approved by the Engineer in Charge. Providing and laying premixed and transported to site, pumped / lifted at the location of pour with the contractor’s own arrangement , controlled reinforced cement concrete conforming to grade M: 40 (IS 456-2000) with minimum cement content 360 kg/cum as per specifications in any building components wherever required as per drawings or as per instructions of the Project Manager or the in- charge or the consultants, at any depth and upto the full building height as shown in the tender drawings and in the construction drawings to be issued subsequently, manufactured at or outside the site, excluding the cost of steel reinforcement, but inclusive of cost towards compacting with vibrators, curing and hacking the exposed surface wherever required to receive plaster or floated steel troweled surface wherever specified. The rate shall include for providing recesses to slabs, walls and columns and placing and securing properly within the form-work sleeves and/or openings in slabs, embodiments such as bolts, insert plates, corner protection angles, plates, anchors etc. (embodiments shall be paid separately under respective items) construction joints, sunk slabs, cantilever slabs etc. to the required shape, size and slope as shown in drawings. The rate should also be inclusive of treating the old surface of the concrete by special chemical as approved by the Structural consultant/MEHPL. The rate also includes providing grouting nozzles along the construction joints in all concrete members and grouting the construction joints with approved quality polymer based cementitious non-shrink grout. The rates shall also account for any admixtures (approved by the consultants) the contractor may use in order to enhance the workability, to achieve accelerated strength, etc. The rate shall include use of plasticizers and retarders to limit the water/cement ratio to 0.45 and the temperature to 25 degree C at the time of setting. Complete care shall be taken to achieve dense and fully watertight (Rupees Six Thousands Only) ( Rupees Sixty Thousands Only) (Rupees Six Thousands Only) (Rupees Nine Lacs Only) (Rupees Six Thousands Only) (Rupees Thirty Thousands Only) (Rupees Six Thousands Only) (Rupees Thirty Thousands Only)

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Page 1: Boq Ishanya- No Formula

Page 1 of 16

PROPOSED ADDITIONS IN ARCADE-02 & ARCADE-03 AT ISHANYA MALL,PUNE.

28-Feb-2012

Sr. No. ITEM DESCRIPTION UNIT QTY CURRENCY RATE AMOUNT

A PLAIN CEMENT CONCRETE

1

1.1Cu.m. 0

1.2

Cu.m. 0

D REINFORCED CEMENT CONCRETE

1 Concreting Item

Cu.m

1 Footings Cu.m 02 R.C.Columns Cu.m 10 Rs 6000 60000

3 Slabs Cu.m 150 Rs 6000 900000

Providing and laying plain cement concrete M-15 including centering, vibrating, shuttering, compacting, curing, de-watering, etc. complete.

Below waterproofing layer, raft, foundations and plinth beams as levelling course

In flooring above compacted dry sand filling / plum concrete filling/ rubble soling or compacted plinth filling, to a thickness of 150 mm to 300 mm after laying reinforcement if specified, the reinforcement work being paid for separately under the reinforcement item. The laying of PCC shall be in panels, the sequence and the arrangement of construction joints and the surface finish of which shall be as suggested / approved by the Engineer in Charge.

Providing and laying premixed and transported to site, pumped / lifted at the location of pour with the contractor’s own arrangement , controlled reinforced cement concrete conforming to grade M: 40 (IS 456-2000) with minimum cement content 360 kg/cum as per specifications in any building components wherever required as per drawings or as per instructions of the Project Manager or the in-charge or the consultants, at any depth and upto the full building height as shown in the tender drawings and in the construction drawings to be issued subsequently, manufactured at or outside the site, excluding the cost of steel reinforcement, but inclusive of cost towards compacting with vibrators, curing and hacking the exposed surface wherever required to receive plaster or floated steel troweled surface wherever specified.

The rate shall include for providing recesses to slabs, walls and columns and placing and securing properly within the form-work sleeves and/or openings in slabs, embodiments such as bolts, insert plates, corner protection angles, plates, anchors etc. (embodiments shall be paid separately under respective items) construction joints, sunk slabs, cantilever slabs etc. to the required shape, size and slope as shown in drawings. The rate should also be inclusive of treating the old surface of the concrete by special chemical as approved by the Structural consultant/MEHPL. The rate also includes providing grouting nozzles along the construction joints in all concrete members and grouting the construction joints with approved quality polymer based cementitious non-shrink grout.

The rates shall also account for any admixtures (approved by the consultants) the contractor may use in order to enhance the workability, to achieve accelerated strength, etc. The rate shall include use of plasticizers and retarders to limit the water/cement ratio to 0.45 and the temperature to 25 degree C at the time of setting. Complete care shall be taken to achieve dense and fully watertight concrete.

(Rupees Six Thousands Only)

( Rupees Sixty Thousands Only)

(Rupees Six Thousands Only)

(Rupees Nine Lacs Only)

Page 2: Boq Ishanya- No Formula

Page 2 of 16

4 R.C.Walls Cu.m 5 Rs 6000 30000

5 R.C.Beams Cu.m 5 Rs 6000 30000

6 Staircases Cu.m 8 Rs 6000 48000

C REINFORCEMENT

1

1

M.Tons 25 Rs 54000 1,350,000.00

D STRUCTURAL STEEL FABRICATION AND ERECTION

1

M.Tons 360 Rs 120000 43200000

(Rupees Six Thousands Only)

(Rupees Thirty Thousands Only)

(Rupees Six Thousands Only)

(Rupees Thirty Thousands Only)

(Rupees Six Thousands Only)

(Ruppes Fourty Eight Thousands Only)

Providing and fixing steel reinforcement for RCC including material, fabricating as per IS-2502, transporting, storing, de-coiling, straightening, cutting, bending, spirally hooping and placing in position at all levels, including all labour, equipments,supplies,incidentals, sampling and testing as prescribed in IS codes including all charges thereon for requisite tests, supervision and binding with 18 gauge approved quality GI Annealed binding wire. The measurement shall be as per IS 1200 Part- and unit weight shall be derived as mentioned in IS 1786. The rolling margin shall be on Contractors own cost. The rate shall include cost of cover blocks, binding wire, chairs, spacers and pins to be provided as per specifications that and will not be measured separately for payment. Quantity of steel as per drawing and with authorized overlaps only shall be measured and paid for.

The quoted rate will include welding of reinforcement with low hydrogen low heat welding electrodes for the welding length mentioned in the drawings in place of conventional laps, wherever consultants recommend, for which no extra shall be claimed. Replacing conventional laps with welding splices will be entirely at consultant’s discretion and will have to be borne by the Contractor. Such unclaimed welding will also include welding of reinforcement to already fixed insert plates, structural steel members etc. Shear connectors prepared from the reinforcing steel welded to structural steel members shall be measured in the reinforcement item.

The rate also includes protecting the reinforcing bars – in their virgin form or in the fabricated form, or when placed and tied up position or as dowels left for future continuation of work or at construction joint – against corrosion due to exposure to weather if left exposed and un-encased for more than three weeks from the date of delivery to the site. Cement wash shall be given to such bars if they are likely to be exposed for more that three weeks and less than twelve weeks. Process of application of cement slurry shall be repeated after every twelve weeks if the exposure period is stretched.

High yield strength deformed bars conforming to IS:1786 with Fy = 415 N/sq.mm

(Rupees Fifty Four Thousands Only)

( Rupees Thirteen Lacs Fifty Thousands Only)

Fabrication from local structural steel plates and sections

Fabricating columns, beams, joists, struts, built up ties and bracings, staircases, tressles, platforms, lofts, catwalks, walkways, bridges, ladders, brackets, suspended canopy etc.and other steel members and items, structures and parts of structures not covered under 1.1 to 1.4 above out of the following readily available sections conforming to Indian Standards. Structural elements may be covered with fireproof coating or anti-corrosion treatment (covered under separate heading) up to which time, the surfaces of all members shall be maintained straight, clean and rust-free and ready to receive fireproofing layer or anti-corrosion layer.

(Rupees One Lac Twenty Thousands Only)

(Rupees Four Crore Thirty Lacs Only)

Page 3: Boq Ishanya- No Formula

Page 3 of 16

2

M.Tons 75 120000 9000000

4

4.1 10 mm core diameter Nos. Q R4.2 12 mm core diameter Nos. Q R4.3 16 mm core diameter Nos. Q R4.4 20 mm core diameter Nos. Q R4.5 25 mm core diameter Nos. Q R5

10 mm core diameter Nos. Q R12 mm core diameter Nos. Q R16 mm core diameter Nos. Q R20 mm core diameter Nos. Q R25 mm core diameter Nos. Q R

6

6.1 6 mm thick Sq.m Q R6.2 8 mm thick Sq.m Q R

E GROUTING

1

1.1

Litres Q R1.2

Litres Q RF COATINGS AND PAINTS OVER STRUCTURAL MEMBERS

1

Sq.m Q R2

Sq.m Q R

Supplying, fabricating and installing inserts in concrete in the form of mild steel angles, flats, plates, holding down bolts, angle frames, etc. with anchors in the form of rods or flats including welding anchors, lifting hooks, rungs, templates etc., also including forming partial pockets in the concrete alongwith the embedments of the bolts, inserts etc.

(Rupees One Lac Twenty Thousands Only)

(Rupees Ninty Lacs Only)

Supplying and fixing expandable anchor bolts in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying and fixing anchor bolts fixed with chemicl anchoring in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying, cutting to shape, securing to the supporting members with bolts or welding as shown on drawings, M.S.Chequered plate. The rate shall be for the actually placed plate and not for the procured quantity.

Providing and grouting with polymer mixed cementatious low viscous grout of minimum strength of 40 N/sq.mm (that of the parent reinforced concrete member) as per manufacturer’s recommendations of approved quality and brand

under the bases and in the pockets left for the foundation bolts of structural steel columns, trusses, girders, beams, machine bases, anchor bolts, under the baseplates, etc.

Grouting for recovery / repairs of modified concrete members as directed. This item is not valid for concrete members cast defectively by the contractor in the opinion of the project in-charge.

Providing and applying anti-corrosive epoxy based paint over exposed structural steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying intumiscent fire retarding paints for fire rating of one hour to exposed steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Page 4: Boq Ishanya- No Formula

Page 4 of 16

3

Sq.m Q R4

Sq.m Q RG DECK SHEET

1

Sq.m 1200 1500 1800000

2

Sq.m 3300 1500 4950000

Structural Tender Total 325,500 61,368,000

(Rupees Six Crore Thirteen Lacs Sixty Eight Thousands Only)

Total Tender Value ( Multiplex & Iconic Centre) 173,853,000

Providing and applying low density single pack factory blended & controlled proven premix aggregate fireproof coating comprising of exfoliated vermiculite cement with fire protective additives and fillers as bonding and reinforcing agents designed to adhere firmly to elements from the havoc’s of fire with a fire rating of 2 hours as per manufacturer's recommendations regarding surface treatment and application to exposed structural steel work in its finally erected position.

Providing and applying enamel or oil paint in two coats over exposed structural steel surfaces after fabrication, touching up after erection to the satisfaction of the PM.

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Eighteen Lacs Only)

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm with ovilite top and screed finish all as specified and shown. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Fouty Nine Lacs Fifty Thousands Only)

(Rupees Seventeen Crore Thirty Eight Lacs Fifty Three Thousands Only)

Page 5: Boq Ishanya- No Formula

Page 5 of 16

PROPOSED ADDITIONS IN ARCADE-04 AT ISHANYA MALL,PUNE.

28-Feb-2012

Sr. No. ITEM DESCRIPTION UNIT QTY CURRENCY RATE AMOUNT

A PLAIN CEMENT CONCRETE

1

1.1Cu.m. 0

1.2

Cu.m. 0

D REINFORCED CEMENT CONCRETE

1 Concreting Item

Cu.m

1 Footings Cu.m 02 R.C.Columns Cu.m 15 Rs 6000 90000

3 Slabs Cu.m 550 Rs 6000 3300000

4 R.C.Walls Cu.m 5 Rs 6000 30000

5 R.C.Beams Cu.m Q R

Providing and laying plain cement concrete M-15 including centering, vibrating, shuttering, compacting, curing, de-watering, etc. complete.

Below waterproofing layer, raft, foundations and plinth beams as levelling course

In flooring above compacted dry sand filling / plum concrete filling/ rubble soling or compacted plinth filling, to a thickness of 150 mm to 300 mm after laying reinforcement if specified, the reinforcement work being paid for separately under the reinforcement item. The laying of PCC shall be in panels, the sequence and the arrangement of construction joints and the surface finish of which shall be as suggested / approved by the Engineer in Charge.

Providing and laying premixed and transported to site, pumped / lifted at the location of pour with the contractor’s own arrangement , controlled reinforced cement concrete conforming to grade M: 40 (IS 456-2000) with minimum cement content 360 kg/cum as per specifications in any building components wherever required as per drawings or as per instructions of the Project Manager or the in-charge or the consultants, at any depth and upto the full building height as shown in the tender drawings and in the construction drawings to be issued subsequently, manufactured at or outside the site, excluding the cost of steel reinforcement, but inclusive of cost towards compacting with vibrators, curing and hacking the exposed surface wherever required to receive plaster or floated steel troweled surface wherever specified.

The rate shall include for providing recesses to slabs, walls and columns and placing and securing properly within the form-work sleeves and/or openings in slabs, embodiments such as bolts, insert plates, corner protection angles, plates, anchors etc. (embodiments shall be paid separately under respective items) construction joints, sunk slabs, cantilever slabs etc. to the required shape, size and slope as shown in drawings. The rate should also be inclusive of treating the old surface of the concrete by special chemical as approved by the Structural consultant/MEHPL. The rate also includes providing grouting nozzles along the construction joints in all concrete members and grouting the construction joints with approved quality polymer based cementitious non-shrink grout.

The rates shall also account for any admixtures (approved by the consultants) the contractor may use in order to enhance the workability, to achieve accelerated strength, etc. The rate shall include use of plasticizers and retarders to limit the water/cement ratio to 0.45 and the temperature to 25 degree C at the time of setting. Complete care shall be taken to achieve dense and fully watertight concrete.

(Rupees Six Thousands Only)

(Rupees Ninety Thousands Only)

(Rupees Six Thousands Only)

Rupees Thirty Thirty Three Lacs Only)

(Rupees Six Thousands Only)

(Rupees Thirty Thousands only)

Page 6: Boq Ishanya- No Formula

Page 6 of 16

6 Staircases Cu.m 0

C REINFORCEMENT

1

1

M.Tons 60 Rs 54000 3,240,000.00

D STRUCTURAL STEEL FABRICATION AND ERECTION

1

M.Tons 650 Rs 120000 78000000

2

M.Tons 130 Rs 120000 15600000

Providing and fixing steel reinforcement for RCC including material, fabricating as per IS-2502, transporting, storing, de-coiling, straightening, cutting, bending, spirally hooping and placing in position at all levels, including all labour, equipments,supplies,incidentals, sampling and testing as prescribed in IS codes including all charges thereon for requisite tests, supervision and binding with 18 gauge approved quality GI Annealed binding wire. The measurement shall be as per IS 1200 Part- and unit weight shall be derived as mentioned in IS 1786. The rolling margin shall be on Contractors own cost. The rate shall include cost of cover blocks, binding wire, chairs, spacers and pins to be provided as per specifications that and will not be measured separately for payment. Quantity of steel as per drawing and with authorized overlaps only shall be measured and paid for.

The quoted rate will include welding of reinforcement with low hydrogen low heat welding electrodes for the welding length mentioned in the drawings in place of conventional laps, wherever consultants recommend, for which no extra shall be claimed. Replacing conventional laps with welding splices will be entirely at consultant’s discretion and will have to be borne by the Contractor. Such unclaimed welding will also include welding of reinforcement to already fixed insert plates, structural steel members etc. Shear connectors prepared from the reinforcing steel welded to structural steel members shall be measured in the reinforcement item.

The rate also includes protecting the reinforcing bars – in their virgin form or in the fabricated form, or when placed and tied up position or as dowels left for future continuation of work or at construction joint – against corrosion due to exposure to weather if left exposed and un-encased for more than three weeks from the date of delivery to the site. Cement wash shall be given to such bars if they are likely to be exposed for more that three weeks and less than twelve weeks. Process of application of cement slurry shall be repeated after every twelve weeks if the exposure period is stretched.

High yield strength deformed bars conforming to IS:1786 with Fy = 415 N/sq.mm

(Rupees Fifty Four Thosands Only)

(Rupees Thirty Two Lacs Fourty Thousands)

Fabrication from local structural steel plates and sections

Fabricating columns, beams, joists, struts, built up ties and bracings, staircases, tressles, platforms, lofts, catwalks, walkways, bridges, ladders, brackets, suspended canopy etc.and other steel members and items, structures and parts of structures not covered under 1.1 to 1.4 above out of the readily available sections conforming to Indian Standards. Structural elements may be covered with fireproof coating or anti-corrosion treatment (covered under separate heading) up to which time, the surfaces of all members shall be maintained straight, clean and rust-free and ready to receive fireproofing layer or anti-corrosion layer.

(Rupees One Lac Twenty Thousands Only)

(Rupees Seven Crores Eighty Lacs Only)

Supplying, fabricating and installing inserts in concrete in the form of mild steel angles, flats, plates, holding down bolts, angle frames, etc. with anchors in the form of rods or flats including welding anchors, lifting hooks, rungs, templates etc., also including forming partial pockets in the concrete alongwith the embedments of the bolts, inserts etc.

Page 7: Boq Ishanya- No Formula

Page 7 of 16

4

4.1 10 mm core diameter Nos. Q R4.2 12 mm core diameter Nos. Q R4.3 16 mm core diameter Nos. Q R4.4 20 mm core diameter Nos. Q R4.5 25 mm core diameter Nos. Q R5

10 mm core diameter Nos. Q R12 mm core diameter Nos. Q R16 mm core diameter Nos. Q R20 mm core diameter Nos. Q R25 mm core diameter Nos. Q R

6

6.1 6 mm thick Sq.m Q R6.2 8 mm thick Sq.m Q R

E GROUTING

1

1.1

Litres Q R1.2

Litres Q RF COATINGS AND PAINTS OVER STRUCTURAL MEMBERS

1

Sq.m Q R2

Sq.m Q R3

Sq.m Q R4

Sq.m Q RG DECK SHEET

(Rupees One Lac Twenty Thousands Only)

( Rupees One Crore Fifty Six Lacs Only)

Supplying and fixing expandable anchor bolts in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying and fixing anchor bolts fixed with chemicl anchoring in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying, cutting to shape, securing to the supporting members with bolts or welding as shown on drawings, M.S.Chequered plate. The rate shall be for the actually placed plate and not for the procured quantity.

Providing and grouting with polymer mixed cementatious low viscous grout of minimum strength of 40 N/sq.mm (that of the parent reinforced concrete member) as per manufacturer’s recommendations of approved quality and brand

under the bases and in the pockets left for the foundation bolts of structural steel columns, trusses, girders, beams, machine bases, anchor bolts, under the baseplates, etc.

Grouting for recovery / repairs of modified concrete members as directed. This item is not valid for concrete members cast defectively by the contractor in the opinion of the project in-charge.

Providing and applying anti-corrosive epoxy based paint over exposed structural steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying intumiscent fire retarding paints for fire rating of one hour to exposed steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying low density single pack factory blended & controlled proven premix aggregate fireproof coating comprising of exfoliated vermiculite cement with fire protective additives and fillers as bonding and reinforcing agents designed to adhere firmly to elements from the havoc’s of fire with a fire rating of 2 hours as per manufacturer's recommendations regarding surface treatment and application to exposed structural steel work in its finally erected position.

Providing and applying enamel or oil paint in two coats over exposed structural steel surfaces after fabrication, touching up after erection to the satisfaction of the PM.

Page 8: Boq Ishanya- No Formula

Page 8 of 16

1

Sq.m 4350 Rs 1500

6525000

2

Sq.m 3800 Rs 1500

5700000

Structural Tender Total 313,500 112,485,000

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Sixty Five Lacs Twenty Five Thousands Only)

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm with ovilite top and screed finish all as specified and shown. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Fifty Seven Lacs Only)

Page 9: Boq Ishanya- No Formula

Page 9 of 16

PROPOSED ADDITIONS IN ARCADE-02 & ARCADE-03 AT ISHANYA MALL,PUNE.

28-Feb-2012

Sr. No. ITEM DESCRIPTION UNIT QTY CURRENCY RATE AMOUNT

A PLAIN CEMENT CONCRETE

1

1.1Cu.m. 0

1.2

Cu.m. 0

D REINFORCED CEMENT CONCRETE

1 Concreting Item

Cu.m

1 Footings Cu.m 02 R.C.Columns Cu.m 10 Rs 6000 60000

3 Slabs Cu.m 150 Rs 6000 900000

Providing and laying plain cement concrete M-15 including centering, vibrating, shuttering, compacting, curing, de-watering, etc. complete.

Below waterproofing layer, raft, foundations and plinth beams as levelling course

In flooring above compacted dry sand filling / plum concrete filling/ rubble soling or compacted plinth filling, to a thickness of 150 mm to 300 mm after laying reinforcement if specified, the reinforcement work being paid for separately under the reinforcement item. The laying of PCC shall be in panels, the sequence and the arrangement of construction joints and the surface finish of which shall be as suggested / approved by the Engineer in Charge.

Providing and laying premixed and transported to site, pumped / lifted at the location of pour with the contractor’s own arrangement , controlled reinforced cement concrete conforming to grade M: 40 (IS 456-2000) with minimum cement content 360 kg/cum as per specifications in any building components wherever required as per drawings or as per instructions of the Project Manager or the in-charge or the consultants, at any depth and upto the full building height as shown in the tender drawings and in the construction drawings to be issued subsequently, manufactured at or outside the site, excluding the cost of steel reinforcement, but inclusive of cost towards compacting with vibrators, curing and hacking the exposed surface wherever required to receive plaster or floated steel troweled surface wherever specified.

The rate shall include for providing recesses to slabs, walls and columns and placing and securing properly within the form-work sleeves and/or openings in slabs, embodiments such as bolts, insert plates, corner protection angles, plates, anchors etc. (embodiments shall be paid separately under respective items) construction joints, sunk slabs, cantilever slabs etc. to the required shape, size and slope as shown in drawings. The rate should also be inclusive of treating the old surface of the concrete by special chemical as approved by the Structural consultant/MEHPL. The rate also includes providing grouting nozzles along the construction joints in all concrete members and grouting the construction joints with approved quality polymer based cementitious non-shrink grout.

The rates shall also account for any admixtures (approved by the consultants) the contractor may use in order to enhance the workability, to achieve accelerated strength, etc. The rate shall include use of plasticizers and retarders to limit the water/cement ratio to 0.45 and the temperature to 25 degree C at the time of setting. Complete care shall be taken to achieve dense and fully watertight concrete.

(Rupees Six Thousands Only)

(Rupees Sixty Thousands Only)

(Rupees Six Thousands Only)

(Rupees Nine Lacs Only)

Page 10: Boq Ishanya- No Formula

Page 10 of 16

4 R.C.Walls Cu.m 5 Rs 6000 30000

5 R.C.Beams Cu.m 5 Rs 6000 30000

6 Staircases Cu.m 8 Rs 6000 48000

C REINFORCEMENT

1

1

M.Tons 25 Rs 54000 1,350,000.00

D STRUCTURAL STEEL FABRICATION AND ERECTION

1

M.Tons 345 Rs 120000 41400000

(Rupees Six Thousands Only)

(Rupees Thirty Thousands Only)

(Rupees Six Thousands Only)

(Rupees Thirty Thousands Only)

(Rupees Six Thousands Only)

(Rupees Fourty Eight Thousands Only)

Providing and fixing steel reinforcement for RCC including material, fabricating as per IS-2502, transporting, storing, de-coiling, straightening, cutting, bending, spirally hooping and placing in position at all levels, including all labour, equipments,supplies,incidentals, sampling and testing as prescribed in IS codes including all charges thereon for requisite tests, supervision and binding with 18 gauge approved quality GI Annealed binding wire. The measurement shall be as per IS 1200 Part- and unit weight shall be derived as mentioned in IS 1786. The rolling margin shall be on Contractors own cost. The rate shall include cost of cover blocks, binding wire, chairs, spacers and pins to be provided as per specifications that and will not be measured separately for payment. Quantity of steel as per drawing and with authorized overlaps only shall be measured and paid for.

The quoted rate will include welding of reinforcement with low hydrogen low heat welding electrodes for the welding length mentioned in the drawings in place of conventional laps, wherever consultants recommend, for which no extra shall be claimed. Replacing conventional laps with welding splices will be entirely at consultant’s discretion and will have to be borne by the Contractor. Such unclaimed welding will also include welding of reinforcement to already fixed insert plates, structural steel members etc. Shear connectors prepared from the reinforcing steel welded to structural steel members shall be measured in the reinforcement item.

The rate also includes protecting the reinforcing bars – in their virgin form or in the fabricated form, or when placed and tied up position or as dowels left for future continuation of work or at construction joint – against corrosion due to exposure to weather if left exposed and un-encased for more than three weeks from the date of delivery to the site. Cement wash shall be given to such bars if they are likely to be exposed for more that three weeks and less than twelve weeks. Process of application of cement slurry shall be repeated after every twelve weeks if the exposure period is stretched.

High yield strength deformed bars conforming to IS:1786 with Fy = 415 N/sq.mm

(Rupees Fifty Four Thousands Only)

(Rupees Thirteen Lacs Fifty Thousands Only)

Fabrication from local structural steel plates and sections

Fabricating columns, beams, joists, struts, built up ties and bracings, staircases, tressles, platforms, lofts, catwalks, walkways, bridges, ladders, brackets, suspended canopy etc.and other steel members and items, structures and parts of structures not covered under 1.1 to 1.4 above out of the following readily available sections conforming to Indian Standards. Structural elements may be covered with fireproof coating or anti-corrosion treatment (covered under separate heading) up to which time, the surfaces of all members shall be maintained straight, clean and rust-free and ready to receive fireproofing layer or anti-corrosion layer.

Page 11: Boq Ishanya- No Formula

Page 11 of 16

2

M.Tons 75 Rs 120000 90000004

4.1 10 mm core diameter Nos. Q R4.2 12 mm core diameter Nos. Q R4.3 16 mm core diameter Nos. Q R4.4 20 mm core diameter Nos. Q R4.5 25 mm core diameter Nos. Q R5

10 mm core diameter Nos. Q R12 mm core diameter Nos. Q R16 mm core diameter Nos. Q R20 mm core diameter Nos. Q R25 mm core diameter Nos. Q R

6

6.1 6 mm thick Sq.m Q R6.2 8 mm thick Sq.m Q R

E GROUTING

1

1.1

Litres Q R1.2

Litres Q RF COATINGS AND PAINTS OVER STRUCTURAL MEMBERS

1

Sq.m Q R2

Sq.m Q R

(Rs One Lac Twenty Thousands only)

(Rupees Four Crores Fourteen Lacs Only)

Supplying, fabricating and installing inserts in concrete in the form of mild steel angles, flats, plates, holding down bolts, angle frames, etc. with anchors in the form of rods or flats including welding anchors, lifting hooks, rungs, templates etc., also including forming partial pockets in the concrete alongwith the embedments of the bolts, inserts etc.

Supplying and fixing expandable anchor bolts in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

(Rs One Lac Twenty Thousands only)

(Rupees Ninety Lacs Only)

Supplying and fixing anchor bolts fixed with chemicl anchoring in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying, cutting to shape, securing to the supporting members with bolts or welding as shown on drawings, M.S.Chequered plate. The rate shall be for the actually placed plate and not for the procured quantity.

Providing and grouting with polymer mixed cementatious low viscous grout of minimum strength of 40 N/sq.mm (that of the parent reinforced concrete member) as per manufacturer’s recommendations of approved quality and brand

under the bases and in the pockets left for the foundation bolts of structural steel columns, trusses, girders, beams, machine bases, anchor bolts, under the baseplates, etc.

Grouting for recovery / repairs of modified concrete members as directed. This item is not valid for concrete members cast defectively by the contractor in the opinion of the project in-charge.

Providing and applying anti-corrosive epoxy based paint over exposed structural steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying intumiscent fire retarding paints for fire rating of one hour to exposed steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

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3

Sq.m Q R4

Sq.m Q RG DECK SHEET

1

Sq.m 1200 Rs 1500 1800000

2

Sq.m 3300 Rs 1500 4950000

Structural Tender Total 325,500 59,568,000

( Rupees Five Crore Ninety Five Lacs Sixty Eight Thousands Only)Total Tender Value ( Multiplex & Iconic Centre)

Rs 169,053,000

Providing and applying low density single pack factory blended & controlled proven premix aggregate fireproof coating comprising of exfoliated vermiculite cement with fire protective additives and fillers as bonding and reinforcing agents designed to adhere firmly to elements from the havoc’s of fire with a fire rating of 2 hours as per manufacturer's recommendations regarding surface treatment and application to exposed structural steel work in its finally erected position.

Providing and applying enamel or oil paint in two coats over exposed structural steel surfaces after fabrication, touching up after erection to the satisfaction of the PM.

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Eighteen Lacs Only)

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm with ovilite top and screed finish all as specified and shown. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Fourty Nine Lacs Fifty Thousands Only)

(In Words: Sixteen Crores ninety lacs fifty three thousands)

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PROPOSED ADDITIONS IN ARCADE-04 AT ISHANYA MALL,PUNE.

28-Feb-2012

Sr. No. ITEM DESCRIPTION UNIT QTY CURRENCY RATE AMOUNT

A PLAIN CEMENT CONCRETE

1

1.1Cu.m. 0

1.2

Cu.m. 0

D REINFORCED CEMENT CONCRETE

1 Concreting Item

Cu.m

1 Footings Cu.m 02 R.C.Columns Cu.m 15 Rs 6000 90000

3 Slabs Cu.m 550 Rs 6000 3300000

4 R.C.Walls Cu.m 5 Rs 6000 30000

5 R.C.Beams Cu.m Q R

Providing and laying plain cement concrete M-15 including centering, vibrating, shuttering, compacting, curing, de-watering, etc. complete.

Below waterproofing layer, raft, foundations and plinth beams as levelling course

In flooring above compacted dry sand filling / plum concrete filling/ rubble soling or compacted plinth filling, to a thickness of 150 mm to 300 mm after laying reinforcement if specified, the reinforcement work being paid for separately under the reinforcement item. The laying of PCC shall be in panels, the sequence and the arrangement of construction joints and the surface finish of which shall be as suggested / approved by the Engineer in Charge.

Providing and laying premixed and transported to site, pumped / lifted at the location of pour with the contractor’s own arrangement , controlled reinforced cement concrete conforming to grade M: 40 (IS 456-2000) with minimum cement content 360 kg/cum as per specifications in any building components wherever required as per drawings or as per instructions of the Project Manager or the in-charge or the consultants, at any depth and upto the full building height as shown in the tender drawings and in the construction drawings to be issued subsequently, manufactured at or outside the site, excluding the cost of steel reinforcement, but inclusive of cost towards compacting with vibrators, curing and hacking the exposed surface wherever required to receive plaster or floated steel troweled surface wherever specified.

The rate shall include for providing recesses to slabs, walls and columns and placing and securing properly within the form-work sleeves and/or openings in slabs, embodiments such as bolts, insert plates, corner protection angles, plates, anchors etc. (embodiments shall be paid separately under respective items) construction joints, sunk slabs, cantilever slabs etc. to the required shape, size and slope as shown in drawings. The rate should also be inclusive of treating the old surface of the concrete by special chemical as approved by the Structural consultant/MEHPL. The rate also includes providing grouting nozzles along the construction joints in all concrete members and grouting the construction joints with approved quality polymer based cementitious non-shrink grout.

The rates shall also account for any admixtures (approved by the consultants) the contractor may use in order to enhance the workability, to achieve accelerated strength, etc. The rate shall include use of plasticizers and retarders to limit the water/cement ratio to 0.45 and the temperature to 25 degree C at the time of setting. Complete care shall be taken to achieve dense and fully watertight concrete.

(Rupees Six Thousands Only)

(Rupees ninety Thousands only)

(Rupees Six Thousands Only)

(Rupees Thirty Three Lacs Only)

(Rupees Six Thousands Only)

(Rupees Thirty Thousands Only)

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6 Staircases Cu.m 0

C REINFORCEMENT

1

1

M.Tons 60 Rs 54000 3,240,000.00

D STRUCTURAL STEEL FABRICATION AND ERECTION

1

M.Tons 625 Rs 120000 75000000

2

M.Tons 130 Rs 120000 15600000

Providing and fixing steel reinforcement for RCC including material, fabricating as per IS-2502, transporting, storing, de-coiling, straightening, cutting, bending, spirally hooping and placing in position at all levels, including all labour, equipments,supplies,incidentals, sampling and testing as prescribed in IS codes including all charges thereon for requisite tests, supervision and binding with 18 gauge approved quality GI Annealed binding wire. The measurement shall be as per IS 1200 Part- and unit weight shall be derived as mentioned in IS 1786. The rolling margin shall be on Contractors own cost. The rate shall include cost of cover blocks, binding wire, chairs, spacers and pins to be provided as per specifications that and will not be measured separately for payment. Quantity of steel as per drawing and with authorized overlaps only shall be measured and paid for.

The quoted rate will include welding of reinforcement with low hydrogen low heat welding electrodes for the welding length mentioned in the drawings in place of conventional laps, wherever consultants recommend, for which no extra shall be claimed. Replacing conventional laps with welding splices will be entirely at consultant’s discretion and will have to be borne by the Contractor. Such unclaimed welding will also include welding of reinforcement to already fixed insert plates, structural steel members etc. Shear connectors prepared from the reinforcing steel welded to structural steel members shall be measured in the reinforcement item.

The rate also includes protecting the reinforcing bars – in their virgin form or in the fabricated form, or when placed and tied up position or as dowels left for future continuation of work or at construction joint – against corrosion due to exposure to weather if left exposed and un-encased for more than three weeks from the date of delivery to the site. Cement wash shall be given to such bars if they are likely to be exposed for more that three weeks and less than twelve weeks. Process of application of cement slurry shall be repeated after every twelve weeks if the exposure period is stretched.

High yield strength deformed bars conforming to IS:1786 with Fy = 415 N/sq.mm

(Rupees Fifty Four Thousands Only)

(Rupees Thirty Two Lacs Fourty Thousands Only)

Fabrication from local structural steel plates and sections

Fabricating columns, beams, joists, struts, built up ties and bracings, staircases, tressles, platforms, lofts, catwalks, walkways, bridges, ladders, brackets, suspended canopy etc.and other steel members and items, structures and parts of structures not covered under 1.1 to 1.4 above out of the readily available sections conforming to Indian Standards. Structural elements may be covered with fireproof coating or anti-corrosion treatment (covered under separate heading) up to which time, the surfaces of all members shall be maintained straight, clean and rust-free and ready to receive fireproofing layer or anti-corrosion layer.

(Rupees One lacs twenty Thousands Only)

(Rupees Seven Crores Fifty Lacs Only)

Supplying, fabricating and installing inserts in concrete in the form of mild steel angles, flats, plates, holding down bolts, angle frames, etc. with anchors in the form of rods or flats including welding anchors, lifting hooks, rungs, templates etc., also including forming partial pockets in the concrete alongwith the embedments of the bolts, inserts etc.

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4

4.1 10 mm core diameter Nos. Q R4.2 12 mm core diameter Nos. Q R4.3 16 mm core diameter Nos. Q R4.4 20 mm core diameter Nos. Q R4.5 25 mm core diameter Nos. Q R5

10 mm core diameter Nos. Q R12 mm core diameter Nos. Q R16 mm core diameter Nos. Q R20 mm core diameter Nos. Q R25 mm core diameter Nos. Q R

6

6.1 6 mm thick Sq.m Q R6.2 8 mm thick Sq.m Q R

E GROUTING

1

1.1

Litres Q R1.2

Litres Q RF COATINGS AND PAINTS OVER STRUCTURAL MEMBERS

1

Sq.m Q R2

Sq.m Q R3

Sq.m Q R4

Sq.m Q RG DECK SHEET

Supplying and fixing expandable anchor bolts in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

(Rupees One lacs twenty Thousands Only)

(Rupees One Crore Fifty Six Lacs Only)

Supplying and fixing anchor bolts fixed with chemicl anchoring in concrete or masonry including drilling, cleaning the holes, ramming the bolts in the holes in accordance with manufacturer’s procedures, recommendations and specifications for fixing plates or other steel members to already cast concrete surfaces.

Supplying, cutting to shape, securing to the supporting members with bolts or welding as shown on drawings, M.S.Chequered plate. The rate shall be for the actually placed plate and not for the procured quantity.

Providing and grouting with polymer mixed cementatious low viscous grout of minimum strength of 40 N/sq.mm (that of the parent reinforced concrete member) as per manufacturer’s recommendations of approved quality and brand

under the bases and in the pockets left for the foundation bolts of structural steel columns, trusses, girders, beams, machine bases, anchor bolts, under the baseplates, etc.

Grouting for recovery / repairs of modified concrete members as directed. This item is not valid for concrete members cast defectively by the contractor in the opinion of the project in-charge.

Providing and applying anti-corrosive epoxy based paint over exposed structural steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying intumiscent fire retarding paints for fire rating of one hour to exposed steel work at any height in its finally erected position as per manufacturer's recommendations regarding surface treatment and application.

Providing and applying low density single pack factory blended & controlled proven premix aggregate fireproof coating comprising of exfoliated vermiculite cement with fire protective additives and fillers as bonding and reinforcing agents designed to adhere firmly to elements from the havoc’s of fire with a fire rating of 2 hours as per manufacturer's recommendations regarding surface treatment and application to exposed structural steel work in its finally erected position.

Providing and applying enamel or oil paint in two coats over exposed structural steel surfaces after fabrication, touching up after erection to the satisfaction of the PM.

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1

Sq.m 4350 Rs 1500

6525000

2

Sq.m 3800 Rs 1500

5700000

Structural Tender Total 313,500 109,485,000

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Sixty Five Lacs Twenty Five Thousands Only)

Providing, laying and fixing Trapezoidal Decking profile PIL 44/130 cold rolled with thickness ranges from 0.8 mm to 2 mm with ovilite top and screed finish all as specified and shown. The sheets will be connected using tack weld or self tapping screws. Contractor to include the same in the rate

(Rupees Fifteen Hundred Only)

(Rupees Fifty Seven Lacs Only)