Constuction of Annex Head Office Building for Canara Bank at Manyata Tech Park, Bengaluru

SUMMARY OF THE BILL OF QUANTITY

DSR (CIIVL ) 2023 Amount with CF DSR (E&M) 2025 with Amount of NS Items

S. No. Description Total Cost to be put to tender

0.973 and C.I +17.42% +14% C.I With full rate in Rs

Total Cost 3,49,00,95,900.00

Signature of Contractor with Seal Page 1 of 321 NBCC

Digitally signed by VARUN

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CIVIL WORKS COST SUMMARY

S. No. CIVIL WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

S. No. CIVIL WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

A STRUCTURE WORKS

V TREE PLANTATION 7,87,916.00 - 7,87,916.00

B FINISHING WORKS -

II EXTERNAL DEVELOPMENT 90,50,233.00 37,45,822.00 1,27,96,055.00

Signature of Contractor with Seal Page 2 of 321 NBCC

Digitally signed by VARUN

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

MEP WORKS COST SUMMARY

S. No. MEP WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

S. No. MEP WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

A ELECTRICAL WORKS

I INTERNAL ELECTRICAL WORKS 9,52,64,104.00 1,17,77,086.00 10,70,41,190.00

II EXTERNAL ELECTRICAL WORKS -

4 LT PANEL AND ASSOCIATES PANEL - 5,04,59,203.00 5,04,59,203.00

C PLUMBING WORKS -

I INTERNAL PLUMBING WORKS 62,90,368.00 2,46,03,548.00 3,08,93,916.00

II EXTERNAL PLUMBING WORKS 1,86,00,970.00 1,55,67,410.00 3,41,68,380.00

III SANITARY FIXTURES - 2,32,32,836.00 2,32,32,836.00

D HVAC WORKS -

Signature of Contractor with Seal Page 3 of 321 NBCC

Digitally signed by VARUN

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

MEP WORKS COST SUMMARY

S. No. MEP WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

S. No. MEP WORKS DSR AMOUNT MR AMOUNT TOTAL AMOUNT REMARKS

I HVAC WORKS (HIGH SIDE) - 5,50,86,133.00 5,50,86,133.00

F INTERNAL LIGHTING - 4,17,38,970.00 4,17,38,970.00

G ELV WORKS -

II PUBLIC ADDRESSING SYSTEM - 95,04,175.00 95,04,175.00

IV ACCESS CONTROL SYSTEM - 60,68,608.00 60,68,608.00

V PASSIVE NETWORKING - 2,19,38,805.00 2,19,38,805.00

VIII FLAP BARRIER & BAGGAGE SCANNER - 1,76,69,497.00 1,76,69,497.00

I DECORATIVE LIGHTING - 13,48,675.00 13,48,675.00

Signature of Contractor with Seal Page 4 of 321 NBCC

Digitally signed by VARUN

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Structure -Office Building

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, for all

1 2.8.1 lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. - - - -

2.26.1 All kinds of soil - - - -

2.11 2.26.2 Ordinary or hard rock - - - -

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50

3 2.7 m and lift upto 1.5 m, as directed by Engineer-in-charge. - - - -

3.2 2.7.2 Hard rock (requiring blasting) Cum 1,016 999.00 10,14,983.00 -

3.3 2.7.3 Hard rock (blasting prohibited) Cum 21 1,637.14 34,380.00 -

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

4 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts. Cum 13,101 223.93 29,33,698.00 -

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing

6 1.1.2 Disposal of excavated earth - - - -

7 2241 Deduction for Disposal of Excavated Good earth at site as per direction of Engineer in charge. Cum 42,388 -264.98 -1,12,31,940.00 -

8 1.1.4 Deduction for Disposal of Excavated rock upto 5 km as per direction of Engineer in charge. Cum 9,812 -597.18 -58,59,559.00 -

Signature of Contractor with Seal Page 5 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

9 2.34 Supplying chemical emulsion in sealed containers including delivery as specified. litre 11,842 268.20 31,76,037.00 -

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion):

Along external wall where the apron is not provided using chemical emulsion @7.5 litres/ sqm of the vertical

10.1 2.35.1 surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. - - - -

10.2 2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1 % concentration Mtr 3,770 44.44 1,67,551.00 -

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including

10.3 2.35.3 drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the - - - -

existing floor:

10.4 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1 % concentration Sqm 3,384 354.23 11,98,718.00 -

CONCRETE WORK - - - -

PLAIN CEMENT CONCRETE WORK - - - -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -

11 4.1 All work up to plinth - - - -

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal

4.1.8 size derived from natural sources) Cum 292 7,782.69 22,72,545.00 -

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and

12 4.17 consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top Sqm 163 856.07 1,39,540.00 -

REINFORCED CEMENT CONCRETE WORK - - - -

Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content

as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

13 5.33 cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended - - - -

proportions as per IS standard to accelerate/ retard setting of concrete, improve workability without impairing

strength and durability as per specifications and as directed

Concrete works upto plinth - - - -

Concrete works above plinth - - - -

13.5 5.33.1.5 M-50 grade of cement concrete Cum 60 11,955.43 7,17,326.00 -

14 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. Cum - - - -

15 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 2,500 838.02 20,95,053.00 -

Signature of Contractor with Seal Page 6 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

16 5.9 Below Plinth - Centering and shuttering including strutting, propping etc. and removal of form for - - - -

16.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 753 448.03 3,37,367.00 -

16.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 11,371 962.55 1,09,45,195.00 -

16.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 7,620 1,059.38 80,72,475.00 -

16.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 3,845 841.33 32,34,931.00 -

16.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2,140 1,098.28 23,50,323.00 -

16.6 5.9.6 Stairs, (excluding landings) except spiral-staircases Sqm 92 873.95 80,404.00 -

16.7 5.9.16 Edges of slabs and breaks in floors and walls - - - -

16.9 5.9.14 Extra for shuttering in circular work (20% of respective centering and shuttering items) Sqm 3,70,549 0.23 84,670.00 -

17 5.9 Above Plinth - Centering and shuttering including strutting, propping etc. and removal of form for - - -

17.1 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 210 962.55 2,02,136.00 -

17.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 4,050 1,059.38 42,90,489.00 -

17.3 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 500 841.33 4,20,667.00 -

17.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 4,290 1,098.28 47,11,630.00 -

17.5 5.9.6 Stairs, (excluding landings) except spiral-staircases Sqm 160 873.95 1,39,832.00 -

17.6 5.9.16 Edges of slabs and breaks in floors and walls - - - -

STEEL REINFORCEMENT - - - -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

18.1 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 11,30,977 123.22 13,93,57,016.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

19.1 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 18,84,044 123.22 23,21,48,620.00 -

Structural Steel work - - - -

Structural steel work riveted, bolted or welded in builtup section, trusses and framed work, including cutting,

hoisting, fixing in poitioning and applying a priming coat of approved steel primer all complete.

ALUMINIUM FORMWORK - - - -

Signature of Contractor with Seal Page 7 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing of customized Aluminium form work for monolithic construction on RCC members with

repetitive usage made up of aluminium sheets/plates of minimum 4 mm thickness and grade 6061 (Type-6). The

formwork comprises of (a) wall panel, roccker, kicker and internal soffit corner, external soffit corner, external

corner, internal corner etc., (b) beam components i.e, beam side panel, prop head for soffit beam, beams soffit

panel, beam soffit bulk head and (c) deck components i.e. deck panel, deck prop, prop length, deck mid, soffit

length, deck beam bar. The panels are held in position by a simple pin and wedge system that passes thorugh holes

in the out side rib of each panel. The tolerance of finished panel shall not be less than (-1 mm) and shall conform to

IS : 14987-1999. Pins and wedges to be made of high grade hot dipped galvansied mild steel. This form work also

comprises of M.S. angle iron, “Z” shaped brackets braced diagonally at 0.90 to 1.00 metre centre to centre on

extrenal wall face just the level below on which to lay M.S. square tube panels (Challis) and guard railing supports to

form working platform and 40 mm dia G.I./M.S. telescopic adjustable props to support deck formwork and beam

soffit panels including de-shuttering the formwork from odd/even level to be shifted/lifted to next alterante

odd/even level before which the points and shuttering surface to be thoroughly cleaned, pins greasing and

21 26.48 shuttering surface oiling propoerly before fixing all complete including sealing of gap between kicker plates of wall Sqm 76,169 515.67 3,92,77,751.00 -

panel and floors (if any) as per design of formwork as provided by shuttering supplier and as per direction of the

Engineer-in-charge including filling and finishing the holes of varied sizes and shapes (left by keys/pins of aluminium

form work shuttering while deshuttering) with GP-2 cementitious polymer compound mixed with water in ratio

prescribed by manufacturer to form consistent workable enough for pushing it in the holes upto full depth of wall

using appropriate tools and finishing smooth all complete as per directions of the Engineer-incharge.

Providing and laying water proofing treatment in sunken portion of WCs,bathroom etc., by applying cement slurry

mixed with water proofing cement compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm.

This layer will be allowed to air cure for 4 hours.

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with waterproofing cement compound @ 0.126

22 22.50 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. Sqm 6,506 704.98 45,86,584.00 -

The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry

with polymer mixed slurry.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC

structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral

crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for

horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The

material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by

23 22.23 more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on - - - -

negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work

shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against any leakage.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm per coat Sqm 310 540.29 1,67,489.00 -

22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 10 414.50 4,145.00 -

Signature of Contractor with Seal Page 8 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and laying integral cement based water proofing treatment including preparation of surface as required

for treatment of roofs,balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound

conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300

mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar

1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and

treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed

with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed

with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass

fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for

final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:

24.1 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 570 1,924.65 10,97,050.00 -

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.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified

stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645

in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and

filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone

26 22.2 slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water - - - -

proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :

BASEMENT WATERPROOFING (RAFT) - - -

Supplying and installing 1.5 mm composite thick fully bonded weldable HDPE membrane conforming to IS

16471:2017 requirements of UG waterproofing structures, requirements to provide Type A fully bonded protection

of UG waterproofing structures. The membrane shall exhibit 25 years of service life tested and complied in

accordance with EN 13251:2016 durability certification. The membrane should be minimum 2.4 m wide comprising

of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weatherproof protective layer with

lap Joint Strength at overlaps >15000 N/m ASTM D 1876. The membrane shall have minimum of 100mm side and

end laps which shall be thermofused with leister machines at all the joints for assuring watertightness and achieving

monolithic membrane. End laps and side laps should be a minimum of 100 mm with the weld size of minimum 50

mm in case of a single weld system. In case of a double weld system, comprising of two parallel welds of 15 mm

wide each with a 15 mm air channel gap in between the two weld lines.The size of the membrane should not be

less than 2.4 Mtr. x 20 Mtr. to minimize the joints. This membrane shall be continued over the vertical surface but

terminated minimum 100mm below the top edge of the raft slab/footings and fixed as per recommendation. The

HDPE membrane shall be protected by cement mortar of average thickhness of 20mm with water proofing

compound as per approved by EIC.

WATERPROOFING RETAINING WALL - - - -

Signature of Contractor with Seal Page 9 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & applying 2 components, solvent free, liquid applied elastomeric seamless hybrid Polyurea Polyurethane

Membrane, using high pressure plural component spray equipment, to form a minimum system thickness of 1.5

mm in two or more passes with a total consumption of 1.5-1.6 kg / m2. The membrane shall have 100% Solids, VOC

Free, Tensile strength > 15 Mpa as per ASTM D 412, Elongation > 450% as per ASTM D 412, Low temperature Crack

bridging ability of 3.2mm as per ASTM C 1305, Shore A Hardness > 85 ASTM D 2240, Puncture Resistance > 1000 N

as per ASTM E 154, Water Head Resistance > 7 Bar as per ASTM D 5385.The coating should pass Dynamic Crack

Bridging as per EN 1062-7, Method B for 20,000 cycles at -20 degree temperature. The membrane shall exhibit 25

28 MR years of service life tested and complied in accordance with EN 13251:2016 durability certification. Apply primer Sqm 8,285 2,353.27 - 1,94,96,831.00

coat of epoxy primer by roller/ airless spray guideline and coverage @ 5-6 m2/ltr depends on porosity of concrete.

Allow to cure for max 5-6 hours. Broadcast anti slip grains of 200-300 micron (dried sand) on wet primer at

coverage of 0.8-1 kg/m2 and allow to come to touch dry condition before application of Membrane.

MR For Protection Board Sqm 8,285 415.28 - 34,40,617.00

Intumescent Paint - - - -

Primer coat- Two Component fast drying, low VOC epoxy zinc phosphate primer having volume Solids of 74 ±2%.

DFT 75 microns in single coat. The primer shall have minimum recoat interval of not more than 2 hrs at 20 Deg C.

The primer shall have a DFT range of 70 to 125 microns in one coat like Hempadur Fast Dry 17410 or approved

equivalents. The primer shall be applied by conventional/airless spray only in shop. Brush shall be used only in

inaccessible areas.

Intumescent coat -One component solvent based acrylic thin film intumescent coating having Volume Solids 75

±2% confirming to BS 476 Part 20-21, EN 13381 Part 8. The product shall be independently tested and approved for

fire protection of structural steel exposed to cellulosic fire for 120 minutes. Can be applied up to 1600 micron dry

film thickness per coat like Hempafire Pro 400 or approved equivalent. DFT – As per loading table The thickness

21 MR determined should be in accordance to the Hp/A given by approved manufacturer. Sqm 10 5,246.40 - 52,464.00

Two components polyurethane topcoat with minimum volume solids of 67 ±2% confirming LEED V4 for VOC

emission. The product should have zinc phosphate to enhance resistance to weather and chemicals. The product

has good gloss and colour retention. The topcoat shall have a DFT window of 50 microns to 125 microns achievable

in one coat like Hempathane HS 55610 or approved equivalent. DFT- 60 microns. The topcoat shall be applied by

conventional/airless spray only in shop. Brush shall be used only in inaccessible areas.

TOTAL OF OFFICE BUILDING COST 92,17,83,378.00 2,67,95,147.00

BOUNDARY WALL - - -

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm

in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto

50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

23 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift cum 10 223.93 2,239.00 -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -

24 4.1 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

4.1.8 size derived from natural sources) cum 47 7,782.69 3,65,786.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

Signature of Contractor with Seal Page 10 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 29,200 123.22 35,97,973.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 3,493 123.22 4,30,401.00 -

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using

cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site

of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying ,

excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in

recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer-in-charge.

27.1 5.33.1.2 All works upto plinth level cum 352 11,031.60 38,83,125.00 -

27.2 5.33.2.2 All works above plinth level upto floor V level cum 22 11,437.93 2,51,635.00 -

Shuttering Work - - - -

28 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : - - - -

28.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 856 448.03 3,83,514.00 -

28.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. sqm 513 962.55 4,93,790.00 -

28.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 265 1,098.28 2,91,045.00 -

28.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 430 841.33 3,61,774.00 -

Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in

29 4.7 position with cement mortar 1 :3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete: - - - -

1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm

4.7.1 nominal size derived from natural sources). cum 99 20,438.41 20,23,402.00 -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished

with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

31 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Mtr. 50 89.57 4,479.00 -

32 13.45 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

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.

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) :

34.1 8.14.1 Red sand stone - exposed face fine dressed with rough backing. Sqm. - - - -

Signature of Contractor with Seal Page 11 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable

length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle

iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all

35 16.53 complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) Mtr. - 429.35 - -

wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of

M.S. angle, C.C. blocks shall be paid separately)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting,

hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with

special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 24,290 222.10 53,94,842.00 -

TOTAL OF BOUNDARY WALL 2,22,94,185.00 -

STP , UGT & PUMP ROOM

EARTH WORK - - -

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth with lead

37 2.6 upto 50m and for all lift, as directed by Engineer-in-charge. - - -

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth with lead

38 2.7 upto 50m and lift upto 1.5 m, as directed by Engineer-in-charge. - - - -

2.7.1 Ordinary Rocks Cum 10 569.99 5,700.00 -

39 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. - - - -

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

40 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts. Cum 1,182 223.93 2,64,684.00 -

Disposal of excavated earth / malba / similar unserviceable, dismantled or waste materials by mechanical means,

including loading, transporting, unloading to an approved municipal dumping ground or as per approved by

41 15.60 engineer-in-charge beyond 50m intial lead, for all leads including all lifts involved. Cum 1,877 301.56 5,66,032.00 -

Supplying and spreading Anti-termite pesticides chemical make Chlorpyrifos 20 EC, Lindane 20 EC or as approved by

central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-

construction anti- termite treatment at the rate of 5 liters (or as directed by the manufacturer ) per sqm on vertical

and 5 liters per sqm on horizontal surfaces of the substructure, within the trenches, 50% of the emulsion to be filled

42 2.35.3 in the holes made in trenches at 150 mm center to center if required etc. complete all as per IS 6313 Part-II(latest) - - - -

specification & complete as directed.

42.1 The bottom surface of the excavations made for Foundation, column pits and trenches Sqm 482 354.23 1,70,739.00 -

42.2 The Vertical surface of sub structure (Retaining wall,foundations etc.) Sqm 647 354.23 2,29,188.00 -

Signature of Contractor with Seal Page 12 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

PLAIN CEMENT CONCRETE WORK - - - -

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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

43 4.20 concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing - - - -

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 minimum specified cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of extra cement. - - - -

4.20.1 All works upto plinth level - - - -

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum Cum 32 10,094.13 3,23,012.00 -

REINFORCED CEMENT CONCRETE WORK - - - -

Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content

as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

44 5.33 cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended - - - -

proportions as per IS standard to accelerate/ retard setting of concrete, improve workability without impairing

strength and durability as per specifications and as directed

Concrete works upto plinth - - - -

44.1 5.33.1.3 M-35 grade of cement concrete Cum 444 11,204.12 49,74,630.00 -

Concrete works above plinth - - - -

44.2 5.33.2.3 M-35 grade of cement concrete Cum 8 11,610.45 92,884.00 -

Below Plinth - Centering and shuttering including strutting, propping etc. and removal

45.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 52 448.03 23,298.00 -

45.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 1,426 962.55 13,72,601.00 -

45.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 272 1,059.38 2,88,151.00 -

45.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 25 841.33 21,033.00 -

45.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 30 1,098.28 32,948.00 -

46 5.90 Above Plinth -Centering and shuttering including strutting, propping etc. and removal of form for - - - -

46.1 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 10 962.55 9,626.00 -

46.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform, staircase Sqm 21 1,059.38 22,247.00 -

46.3 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 20 841.33 16,827.00 -

46.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 28 1,098.28 30,752.00 -

Small lintels not exceeding 1.5m span, moulding as in cornices, window sills, strings courses, bands, coping, bed

plates,anchor blocks & the like

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

47 5.22 complete upto plinth level. - - - -

5.22.6 Thermo-mechanically treated bars of grade Fe-500D or more Kg 38,765 123.22 47,76,556.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22.A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 1,010 123.22 1,24,450.00 -

Signature of Contractor with Seal Page 13 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two

level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished

49 13.4.2 even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. Sqm 962 392.62 3,77,699.00 -

Finishing walls with water proot cement paint of approved make and quality on Sqm. new work with three coats to

50 13.44.1 give an even shade. Including supply of all material labour and T & P etc required for proper completion of the Sqm 962 133.56 1,28,483.00 -

Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre (expansive nature)

for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the

junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for

swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running metre.

51 22.26 Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete metre 832 655.16 5,45,097.00 -

as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for

10 years against any leakage.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified

stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645

in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and

filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone

52 22.2 slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water - - - -

proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :

22.2.1 Using rough Kota stone Sqm 1,043 2,313.21 24,12,681.00 -

53 MR WATER PROOFING -BASEMENT RAFT/FOOTING - - -

Supplying & installing positive side waterproofing treatment by using minimum 1.5mm thick, Pre applied, flexible,

fully bonded HDPE sheet membrane before casting of the base RCC slab. Fully bonded HDPE membrane should

have minimum HDPE thickness of 1mm and need not require dry PCC and can be installed on wet/damp PCC as

long as PCC is free from ponded water allowing faster construction. Fully bonded HDPE membrane should have

sufficient high puncture resistance and does not require protection screed protection also & steel reinforcement

can be laid directly over the HDPE membrane allowing faster construction. Fully bonded HDPE membrane shall

provide an intimate bond to the underneath of the poured concrete used as base/ raft slab to resist water

migration. Membrane should be supplied with original manufacturer's Material Test Certificate (MTC) & membrane

should be installed in strict accordance with original manufacturer's instructions (private label supplier not Sqm 317 1,176.63 - 3,72,993.00

acceptable) and contractor should produce method

statement from original product manufacturer. The fully bonded HDPE sheet membrane shall consist of a multi

layer composite film which consists of highly resilient 1mm HDPE film, strong adhesive and a trafficable weather

resistant layer.

54 MR WATER PROOFING -PLINTH/RETAINING WALL/ COLUMNS - - - -

Signature of Contractor with Seal Page 14 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & applying 2 components, solvent free, liquid applied elastomeric seamless hybrid Polyurea Polyurethane

Membrane, using high pressure plural component spray equipment, to form a minimum system thickness of 1.5

mm in two or more passes with a total consumption of 1.5-1.6 kg / m2. The membrane shall have 100% Solids, VOC

Free, Tensile strength > 15 Mpa as per ASTM D 412, Elongation > 450% as per ASTM D 412, Low temperature Crack

bridging ability of 3.2mm as per ASTM C 1305, Shore A Hardness > 85 ASTM D 2240, Puncture Resistance > 1000 N

as per ASTM E 154, Water Head Resistance > 7 Bar as per ASTM D 5385.The coating should pass Dynamic Crack

as per EN 1062-7, Method B for 20,000 cycles at -20 degree temperature.The membrane shall exhibit 25 years of

service life tested and complied in accordance with EN 13251:2016 durability certification. Apply primer coat of Sqm 1,043 2,353.27 - 24,54,459.00

epoxy primer by roller/ airless spray guideline and coverage @ 5-6 m2/ltr depends on porosity of concrete. Allow to

cure for max 5-6 hours. Broadcast anti slip grains of 200-300 micron (dried sand) on wet primer at coverage of 0.8-1

kg/m2 and allow to come to touch dry condition before application of

Provide & applying Protection Board Sqm 1,043 415.28 - 4,33,140.00

55 MR Provide & applying Landscape garden waterproofing (Over Roofs/ over UG tanks and like): - - - -

a) The First part consist of all surface area should cleaned up to visible of hair cracks / aggregate texture. Cleaning of

RCC member should be done by hacking tool, wire brush, wire grinder & air blower etc. Open cracks & construction

joints should be sealed with cement mortar with additive. All clean

& treated area should be tested for water tightness by flooding water. All wet spots & water leakage area should

mark for treatment.

b) The Second part consisting of providing and applying high performance, low odour, one- part, fast curing, high

solids, cold applied polyurethane elastomer (PU)waterproof membrane over uniform surface of slab. Apply

kg/sqm to achieve the required minimum DFT of 1.5mm. PU waterproof coating shall be such which can be applied

to damp/green concrete allowing faster construction and efficient waterproofing in all weather.

c) PU waterproof coating which cannot be applied on damp concrete/green concrete inhibiting fast construction

are not acceptable. PU should have following minimum properties:

ii) Tensile Strength > 200PSI

iii) Elongation >500%

iv) Chemical Resistance –Excellent shall be applied as per manufacturer specification."

d) Third Part consisting of laying screed to slope with minimum 50mm at rain outlet (for easy flow of water/rain

water). Treated surface shall be kept ponded for continuous period of 7 days to detect any seepage/ leakage/

dampness if any, the surface then shall be cleaned to withstand weather and domestic use.

e) The Fourth part consist of Providing & laying rolled matrix soil filter cum drainage system of minimum 8mm

thickness Cavity Drain having a compressive strength of 180 KN/sqm of 8mm height with geo textile on top, as per

manufacturers specification, complete as directed.

f) The minimum properties should be:

i) Compressive strength 180 KN/m2

ii) Non-shrink grout of size 30x30mm complete around junctions.

56 Provide & applying Protection Board Sqm 267 484.50 - 1,29,373.00

Finishing Work - - -

57 5.9 Centering and shuttering including strutting, propping etc. and removal of form for - - -

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers SQM 12 841.33 10,096.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 103 123.22 12,691.00 -

Signature of Contractor with Seal Page 15 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content

as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

59 5.33 cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended - - - -

proportions as per IS standard to accelerate/ retard setting of concrete, improve workability without impairing

strength and durability as per specifications and as directed

5.33.2 Concrete works above plinth - - - -

5.33.2.1 M-25 grade of cement concrete CUM 1 11,265.47 11,265.00 -

Providing and laying autoclaved aerated cement blocks masonry with 100mm/150mm/200mm/230mm/300 mm

thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level

with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge.

(The payment of RCC band and reinforcement shall be made for separately).

61 13.1.2 CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) SQM 51 380.85 19,423.00 -

62 13.2.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) SQM 51 437.58 22,316.00 -

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even

and smooth complete

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: two or more

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement

65 11.27 mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade - - - -

of the slabs, including rubbing and polishing complete.

11.27 for Flooring/Landings Sqm 34 2,690.24 91,468.00 -

11.27 for 300mm wide Treads Sqm 2 2,690.24 5,380.00 -

11.27 Ditto for 100mm High Skirting Sqm 2 2,690.24 5,380.00 -

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with

66 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 - - - -

(1 cement : 4 coarse sand) :

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel etc. as required.

67.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 287 197.19 56,595.00 -

TOTAL OF STP ,UGT ,PUMP ROOM COST 1,88,22,573.00 40,18,288.00

Utility Yard - - -

EARTH WORK - - -

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth with lead

68 2.6 upto 50m and for all lift, as directed by Engineer-in-charge. - - -

2.6.1 All kinds of soil Cum 341 202.79 69,152.00 -

Signature of Contractor with Seal Page 16 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

69 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. - - - -

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

70 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, with all leads and lifts. Cum 591 223.93 1,32,342.00 -

Supplying and spreading Anti-termite pesticides chemical make Chlorpyrifos 20 EC, Lindane 20 EC or as approved by

central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-

construction anti- termite treatment at the rate of 5 liters (or as directed by the manufacturer ) per sqm on vertical

71 2.35.3 and 5 liters per sqm on horizontal surfaces of the substructure, within the trenches, 50% of the emulsion to be filled - - - -

in the holes made in trenches at 150 mm center to center if required etc. complete all as per IS 6313 Part-II(latest)

specification & complete as directed.

The bottom surface of the excavations made for Foundation, column pits and trenches Sqm 331 354.23 1,17,250.00 -

The Vertical surface of sub structure (Retaining wall,foundations etc.) Sqm 7 354.23 2,480.00 -

72 PLAIN CEMENT CONCRETE WORK - - - -

Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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

4.20 concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing - - - -

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 minimum specified cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of extra cement. - - - -

72.1 4.20.1 All works upto plinth level - - - -

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum Cum 37 10,094.13 3,73,483.00 -

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top

REINFORCED CEMENT CONCRETE WORK - - - -

Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content

as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended

proportions as per IS standard to accelerate/ retard setting of concrete, improve workability without impairing

strength and durability as per specifications and as directed

Concrete works upto plinth - - - -

74.1 5.33.1.2 M-30 grade of cement concrete Cum 110 11,031.60 12,13,476.00 -

Concrete works above plinth - - - -

74.2 5.33.2.2 M-30 grade of cement concrete Cum 190 11,437.93 21,73,207.00 -

75 5.9 Below Plinth - Centering and shuttering including strutting, propping etc. and removal of form for - - - -

75.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 80 448.03 35,842.00 -

Signature of Contractor with Seal Page 17 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

75.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 84 962.55 80,854.00 -

75.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 3 1,059.38 3,178.00 -

75.4 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 207 841.33 1,74,156.00 -

75.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 80 1,098.28 87,863.00 -

76 5.9 Above Plinth -Centering and shuttering including strutting, propping etc. and removal of form for - - - -

76.1 5.9.3 Suspended floors, roofs, landings, balconies and access platform, staircase Sqm 670 1,059.38 7,09,785.00 -

76.2 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 301 841.33 2,53,242.00 -

76.3 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 442 1,098.28 4,85,441.00 -

Small lintels not exceeding 1.5m span, moulding as in cornices, window sills, strings courses, bands, coping, bed

plates,anchor blocks & the like

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

77 5.22 complete upto plinth level. - - - -

5.22.6 Thermo-mechanically treated bars of grade Fe-500D or more Kg 11,979 123.22 14,76,032.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 23,533 123.22 28,99,695.00 -

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 21 8,420.94 1,76,840.00 -

FINISHING WORK - - -

Providing and laying autoclaved aerated cement blocks masonry with 100mm/150mm/200mm/300 mm thick AAC

blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with

80 approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The - - -

payment of RCC band and reinforcement shall be made for separately).

81 5.9 Centering and shuttering including strutting, propping etc. and removal of form for - - - -

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 351 841.33 2,95,308.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 4,123 123.22 5,08,029.00 -

Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content

as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the

cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended

proportions as per IS standard to accelerate/ retard setting of concrete, improve workability without impairing

strength and durability as per specifications and as directed

5.33.2 Concrete works above plinth - - - -

5.33.2.1 M-25 grade of cement concrete Cum 36 11,265.47 4,05,557.00 -

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even

and smooth complete

85 13.16 6 mm cement plaster of mix : - - - -

Signature of Contractor with Seal Page 18 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

86 13.4 12 mm cement plaster on RCC work & block works of mix : - - - -

13.4.1 1:6 (1 cement: 6 coarse sand) sqm - 392.62 - -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished

87 13.11 with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). sqm 1,336 592.44 7,91,502.00 -

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 water proof exterior primer applied @ 2.20kg/10 sqm to wall.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: two or more

90 13.41.1 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : - - - -

New work (two or more coats) over and including water

thinnable priming coat with cement primer

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement

hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,

91 11.4 hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes Sqm 898 1,117.88 10,03,852.00 -

cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with

92 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 - - - -

(1 cement : 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement

93 11.27 mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade - - - -

of the slabs, including rubbing and polishing complete.

93.1 11.27 for Flooring/Landings Sqm 65 2,690.24 1,74,865.00 -

93.4 11.27 Ditto for 100mm High Skirting Sqm 2 2,690.24 5,380.00 -

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles

94 9.76 of approved quality with necessary screws etc. complete. Each 6 976.43 5,859.00 -

Providing and fixing bright finished brass hanging type floor door

stopper with necessary screws, etc. complete.

96 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : - - - -

97 9.81 Providing and fixing bright finished brass handles with screws etc.complete: - - - -

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with

98 9.83 ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary Each 12 1,285.14 15,422.00 -

accessories and screws etc. complete.

Signature of Contractor with Seal Page 19 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical

sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for

mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be filled with mineral wool Insulation

having density minimum 96Kg/sqm. The frame will have a provision of G.I. anchor fastners 14 nos (5 each on

vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory made

99 9.161 template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be mtr 38 2,516.81 95,639.00 -

finished with an approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per

the directions of Engineer - in- Charge. (Cost of SS ball bearing hinges is excluded).

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes Fire rating conforming to

IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with

suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom

rail of 110 mm x 60 mm made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/ sqm) duly filled

mineral wool insulation having density minimum 96 kg/ cum and fixing with necessary stainless steel ball bearing

hinges of size 100x89x3 mm of approved make, including applying a coat of approved fire resistant primer or

powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid

for seperately).

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out

of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS

screws at distance 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant

primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc

complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with

glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and

minimum 20 minutes of insulation (El20). The manufacturer have to give test report/certification of fire glass and

the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL

accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited

labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be

more than 1100x2200 mm (w x h) or 2.42 sqm.

Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the

102 9.139 Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. Each 12 9,558.30 1,14,700.00 -

Supplying and fixing rolling shutters of approved make, made of required

size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks,

mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside

locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long

wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and

M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 68 4,173.77 2,83,816.00 -

104 10.7 Providing and fixing ball bearing for rolling shutters. Each 3 562.51 1,688.00 -

Extra for providing mechanical device chain and crank operation for

operating rolling shutters.

10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area Sqm 68 1,463.94 99,548.00 -

Signature of Contractor with Seal Page 20 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design

106 10.9 approved by Engineer-in- charge, (area of grill to be measured). Sqm 14 877.72 12,288.00 -

Providing and laying integral cement based water proofing treatment including preparation of surface as required

for treatment of roofs, balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound

conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300

mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar

1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and

treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed

with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed

with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass

fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement - - - -

slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for

final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:

22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm 366 1,924.65 7,04,422.00 -

TOTAL OF UTILITY YARD COST 2,00,32,102.00 -

Tree Plantation

TRANSPLANTATION OF TREES - - -

Transplantation of trees with in a distance of 2 km including excavation around existing tree, pruning of branches,

lifting, loading and transportation of existing tree, digging pits for placing tree at new place,

adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of

surplus materials from old existing and new sites to designated place. Each tree should be firmly secured

Horticulture to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as

DSR 2025 per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing

extra shall be paid on this account.

12 Girth of tree shall be measured at a height of 1m above ground level. - - -

12.1.1 Girth of trees upto 50 cm Each 5 5,037.32 25,187.00 -

12.1.2 Girth of trees beyond 50 cm and upto 90 cm Each 5 7,720.42 38,602.00 -

12.1.3 Girth of trees beyond 90 cm and upto 150 cm Each 10 13,623.97 1,36,240.00 -

12.1.4 Girth of trees beyond 150 cm Each 20 29,394.33 5,87,887.00 -

TOTAL OF TREE PLANTATION COST 7,87,916.00 -

Entry and Exit Gates

Signature of Contractor with Seal Page 21 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -

110 4.20.1.1 All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone CUM 1 10,094.13 10,094.00 -

aggregate 40 mm nominal size derived from natural sources)

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)

derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) raft /

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,

112 5.1 excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) - - - -

derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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

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,

114 8.2.2.2 colour and texture laid over 20 mm thick base cement mortar 1:3 (1 cement : 3 coarse sand), joints treated with SQM 19 5,868.21 1,11,496.00 -

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

Painting or vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint &

two coat of pproved superior quality ready mixed paint of clear synthetic varnish including supply of all materials,

labour and T&P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I No 103

116 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights : - - - -

116.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. SQM 7 448.03 3,136.00 -

116.2 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. SQM 104 1,098.28 1,14,221.00 -

Motorised Sliding Gate - - -

Supply, fabricate, install, test, and commission one (1) Motorised Single Leaf Sliding Gate with 6,000 mm clear

opening, 7,200 mm overall gate width, and 1,800 mm clear height. The gate shall be fabricated from mild steel

sections complete with cutting, welding, grinding, and finishing, and protected with one coat of spray-applied grey

epoxy primer. The gate shall be complete with a Sonic 1500J CE-marked electromechanical actuator, compliant with

applicable European Directives and Standards, including guide rail/track, rollers, end stops, mounting brackets, gear

rack, foundation plates, anchor bolts, and all accessories necessary for smooth and reliable operation. The

motorised gate system shall include a three-station push-button control, one pair of photocells with anodised

aluminium vertical mounting posts, one pair of reverse safety photocells, one additional pair of photocells with

117 MR anodised aluminium vertical mounting posts, LED flashing warning light, control panel, safety devices, limit Each 2 5,39,009.27 - 10,78,019.00

switches, all interconnecting power and control wiring, conduits, cabling, earthing, supports, fixings, testing,

commissioning, and operator training. The item shall include all labour, materials, equipment, and incidentals

required to provide a complete, fully functional installation in accordance with the approved shop drawings,

manufacturer's recommendations, project specifications, and the Engineer's approval.

Signature of Contractor with Seal Page 22 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

TOTAL OF ENTRY & EXIT GATES 4,71,148.00 10,78,019.00

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.

All kinds of soil Cum 88 297.39 26,102.00 -

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

119 2.25 exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 m and lift Cum 74 223.93 16,571.00 -

PLAIN CEMENT CONCRETE WORK - - - -

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)

REINFORCED CEMENT CONCRETE WORK - - - -

FORM WORK - - - -

121 5.9 Centering and shuttering including strutting, propping etc. and removal of form for - - - -

Foundations, footings, bases of columns, etc. for mass

121.2 5.9.3 Suspended floors, roofs, landings, balconies and access platform SQM 26 1,059.38 27,544.00 -

Lintels, beams, plinth beams, girders, bressumers and

121.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts SQM 45 1,098.28 49,423.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. Kg 1,149 123.22 1,41,578.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 1,301 123.22 1,60,307.00 -

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

124 5.33 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.

All work upto plinth lvl. - - - -

124.1 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 12 11,031.60 1,32,379.00 -

All work above plinth lvl upto floor five lvl. - - - -

124.2 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 9 11,437.93 1,02,941.00 -

FINISHING WORKS - - -

125 6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: - - -

6.2.1 Cement mortar 1 :4 (1 cement: 4 coarse sand) CUM 4 7,431.83 29,727.00 -

Signature of Contractor with Seal Page 23 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above

126 6.4 plinth level up to floor V level in all shapes and sizes in : - - - -

6.4.1 Cement mortar 1 :4 (1 cement : 4 coarse sand) CUM 13 10,675.89 1,38,787.00 -

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm

127 11.41 thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including - - - -

grouting the joints with white cement and matching pigments etc., complete.

128 13.1.2 CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) SQM 90 380.85 34,277.00 -

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)

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.

131 13.41.1 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : - - - -

New work (two or more coats) over and including water thinnable priming coat with cement primer SQM 90 212.10 19,089.00 -

132 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: SQM 72 195.48 14,075.00 -

Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles

133 9.8 of approved quality with necessary screws etc. complete. Nos, 2 976.43 1,953.00 -

Providing and fixing ISi marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc.

complete (Copper oxidised as per IS 1378)

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws

etc all complete.

Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type

sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size,

136 10.15. including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. - - - -

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1 :3:6 (1 Cement : 3

10.15.1 coarse sand : 6 graded stone aggregate 20 mm nominal size) Kg 120 223.02 26,762.00 -

Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates

137 10.5 at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel - - - -

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 20 6,631.45 1,32,629.00 -

138 13.5 Applying priming coat: - - - -

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/

Signature of Contractor with Seal Page 24 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285,

fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for

139 21.1.1 glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions - - - -

of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 120 606.55 72,786.00 -

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber /

140 21.3 neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of - - - -

aluminium snap beading shall be paid in basic item):

21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) Sqm 8 1,925.56 15,405.00 -

TOTAL OF GUARD ROOMS COST 13,04,719.00 -

Providing, fabricating, installing and maintaining a complete metal shoring system for excavation support,

comprising ISMB 600 steel soldier beams/vertical posts spaced at approximately 1.20 m centre‑to‑centre along the

length, with ISMB 600 horizontal waler beams fixed at levels indicated in the approved structural/temporary works

drawings, including all steel cleats, connection plates, stiffeners, brackets, bolts, welds and associated structural

steelwork. The system shall incorporate intermediate retaining members such as treated wooden battens or

suitably designed steel plates with supporting steel members between soldier beams to retain soil and prevent

movement. Inclined grouted ground anchors of about 8.0 m TO 12.0 m length shall be provided and installed at

specified levels, including drilling, hole cleaning, chemical/resin anchoring or approved cementitious grout,

high‑strength threaded steel anchor bars/rods, bearing plates, nuts, couplers and accessories. The shoring shall be

designed and executed to safely resist earth pressure, surcharge loads, groundwater effects and construction loads,

141 MR with suitable bracing, connections and anchorage as required. The item shall include excavation/drilling for Sqm 4,512 7,100.00 - 3,20,35,200.00

anchors, grouting, welding, cutting, fabrication, erection, lifting, access arrangements, temporary protection,

corrosion protection/painting, alignment, level adjustment, anchor testing/proof testing, monitoring and all labour,

materials, tools, plant, equipment and incidentals necessary to complete the shoring system in all respects, with the

final specification and execution strictly as per the approved structural/temporary works design and drawings.

TOTAL OF SHORING COST - 3,20,35,200.00

II FINISHING WORKS

INTERNAL WALLS & PARTITIONS - - -

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-

1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up

to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive

142 6.47 mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be Cum 2,355 9,521.17 2,24,22,348.00 -

made for seperately}.

Signature of Contractor with Seal Page 25 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC

blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor

V level in cement mortar 1 :4 (1 cement: 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6

mm dia M.S. bars at every third course of masonry work.

Extra for brick work /AAC block masonary / Solid block masonry / Tile brick masonry in superstructure above floor V

level, for each four floors or part thereof by mechanical means.

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 :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 20 10,403.52 2,08,070.00 -

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure

146 6.13 above plinth level up to floor V level. - - - -

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 500 1,283.94 6,41,969.00 -

Extra for half brick / half solid block work masonry in superstructure, above floor V level for every four floors or

part thereof by mechanical means.

148 5.9 Centering and shuttering including strutting, propping etc. and removal of form for - - - -

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 7,000 841.33 58,89,341.00 -

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies,

shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five

149 5.3 level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse Cum 700 13,144.99 92,01,496.00 -

sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural

150 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. Cum - - - -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 40,000 123.22 49,28,730.00 -

PLASTERING & PAINT - - - -

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even

and smooth complete

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.

154 13.16 6 mm cement plaster of mix : - - - -

Signature of Contractor with Seal Page 26 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

155 13.4 12 mm cement plaster on RCC work & block works of mix : - - - -

156 13.5 15mm cement plaster on rough side of single or half brick wall of mix - - - -

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished

with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound )

158 13.83.2 content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever Sqm 14,080 163.15 22,97,131.00 -

required to achieve even shade and colour.

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.

Providing and applying two coats of fire retardant paint on cleaned on concrete surface with standard coat

160 13.58 including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. Sqm 1,951 382.17 7,45,604.00 -

161 13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : Sqm 12,043 212.10 25,54,374.00 -

New work (two or more coats) over and including water thinnable priming coat with cement primer - - - -

162 13.18 Neat cement punning. Sqm 100 91.34 9,134.00 -

FLOORING & FLOOR FINISHES - - - -

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm

163 11.56 (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and - - - -

pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing

etc. all complete as specified and as directed by the Engineer-in-Charge.

163.1 11.56.1 18mm thickness Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent Sqm 2,503 5,119.87 1,28,15,035.00 -

163.2 11.56.1 18mm Thickness Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent Sqm 1,022 5,119.87 52,32,507.00 -

Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear

portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm

164 11.51 (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with white cement slurry @ - - - -

4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including

rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

11.51.1 18 mm thick Italian Marble stone slab, Parlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm 1,065 7,544.30 80,34,685.00 -

Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical,

abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished

surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm

165 11.52 thick stone slab laid over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and - - - -

jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with pigment

to match the marble shade, including rubbing, curing and polishing etc. all complete as specified and as directed by

the Engineer-in-Charge.

11.52.1 18 mm thick Italian Marble stone slab, Parlato, Rosso verona, Fire Red or Dark Emperadore etc Sqm 2,544 7,914.47 2,01,32,936.00 -

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with

166 11.26 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 - - - -

(1 cement: 4 coarse sand):

Signature of Contractor with Seal Page 27 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement

167 11.27 mortar 1 :3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade Sqm 24 2,690.24 64,566.00 -

of the slabs, including rubbing and polishing complete.

40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement: 5 coarse

168 11.30 sand) with joints 3 mm thick, side buttered with cement mortar 1 :2 (1 cement : 2 stone dust) admixed with - - - -

pigment to match the shade of stone and pointing with same mortar.

Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with

water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours

and shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3

169 11.41A kg/sqm including Tile spacer, grouting the joints with white cement and matching pigments etc. The tiles must be - - - -

cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge,

clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41A.1 Double charge vitrified tile polished finish of size - - - -

11.41A.2 Glazed vitrified floor tiles polished finish of size - - - -

11.41A.3 Matt/VAntiskid finish of size - - - -

Providing and laying Glazed Vitrified Wall tiles in different sizes (thickness to be specified by the manufacturer)

with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all

colours and shade, laid on 12 mm thick cement mortar 1 :3 (1 cement: 4 coarse sand) jointing with grey cement

170 11.41A slurry @3.3 kg/sqm including tile spacer, grouting the joints with white cement and matching pigments etc. The - - - -

tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel,

plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended

on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side

inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm

made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to

form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall

angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required

cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T”

runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5

mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30

x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall

be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by

Engineer-in-charge

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm

drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester

171.1 12.52.1 powder coated of thickness 60 microns (minimum), including factory painted after bending. Sqm 1,221 2,174.11 26,54,593.00 -

Signature of Contractor with Seal Page 28 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78,

solar reflection > 0.70 and initial emittance > 0. 75 on waterproof and sloped surface of terrace, laid on 20 mm thick

172 12.55 cement sand mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement Sqm 435 1,946.76 8,46,839.00 -

& marble powder in ratio of 1 :1, including rubbing and polishing of the surface upto 3 cuts complete, including

providing skirting upto 150 mm height along the parapet walls in the same manner.

Signature of Contractor with Seal Page 29 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat

of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 1,514 701.72 10,62,406.00 -

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by

174 16.75 floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The Cum 700 11,223.66 78,56,561.00 -

panel shuttering work shall be paid for separately).

(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is

payable/ recoverable separately).

175 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 50 123.22 6,161.00 -

Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections,

power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :

277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200

mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia

bolts, other flange of cleat fixed to the angle hangers of 25x1 0x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with

tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire

at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30

mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm

long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel

176 12.45 with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish - - - -

of tapered and square edges of the board with recommended jointing compound , jointing tapes ,including trap

door for services, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and

two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making

openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all

complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting

176.1 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board 12,334 1,746.99 2,15,47,394.00 -

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

177 8.2 white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of - - - -

edges to give high gloss finish etc. complete at all levels.

177.1 8.2.2 Granite stone slab of colour black, Cherry/Ruby red - - - -

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the

manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1 :3

(1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement

mixed with pigment of matching shade complete.

Signature of Contractor with Seal Page 30 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer work)

including dado, skirting, risers of steps etc., in required design and pattern wherever required, stones of different

finished surface texture, on 12 mm (average) thick cement mortar 1 :3 (1 cement : 3 coarse sand) laid and jointed

179 8.11 with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of - - - -

matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed

by the Engineer-in-Charge.

8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm 419 11,898.87 49,85,628.00 -

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285,

fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,

bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,

180 21.1.1 straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for - - - -

glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

180.1 21.1.1.2 Fixed portion- Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 100 606.55 60,655.00 -

180.2 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) kg 1,122 616.78 6,92,024.00 -

Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1 ), for plain

lining/ cladding with necessary screws, including priming coat on unexposed surface with :

181.1 8.28.1 Decorative veneer facings of approved manufacture Sqm 3,131 2,223.58 69,62,042.00 -

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash

182 10.28 fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable kg 25 882.46 22,062.00 - Convert to ms

arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members

shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting,

183 10.16 hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with - - - -

special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 18,621 222.10 41,35,749.00 -

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer using structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 17,982 197.19 35,45,959.00 -

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking

185 16.47 paint of superior make as approved by the Engineer-in-charge, including cleaning the surface of ail dirt, scales, oil, - - - -

grease and other foreign material etc. and lining out complete.

16.47.1 New work (Two or more coats) sqm 350 215.02 75,256.00 -

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic

moulded frame of approved make and shade with 6 mm thick hard board backing :

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and

187 9.1 fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener - - - -

shall be paid for separately).

9.1.1 Second class teak wood Cum 11 1,63,319.55 17,96,515.00 -

Signature of Contractor with Seal Page 31 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and

TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions

of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid

12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat

pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS: 3087, bonded with

188.1 9.6.2 BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II Sqm 901 3,670.50 33,07,119.00 -

189 13.114 Melamine polishing on wood work (one or more coat). Sqm 584 1,362.20 7,95,524.00 -

Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical

sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for

mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be filled with mineral wool Insulation

having density minimum 96Kg/sqm. The frame will have a provision of G.I. anchor fastners 14 nos (5 each on

vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory made

190 9.161 template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be metre 2,486 2,516.81 62,56,779.00 -

finished with an approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per

the directions of Engineer - in- Charge. (Cost of SS ball bearing hinges is excluded).

Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes Fire rating conforming to

IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with

suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom

rail of 110 mm x 60 mm made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/ sqm) duly filled

mineral wool insulation having density minimum 96 kg/ cum and fixing with necessary stainless steel ball bearing

hinges of size 100x89x3 mm of approved make, including applying a coat of approved fire resistant primer or

powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid

for seperately).

Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out

of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS

screws at distance 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant

primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc

complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with

glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and

192 9.164 minimum 20 minutes of insulation (El20). The manufacturer have to give test report/certification of fire glass and sqm 123 49,901.57 61,37,893.00 -

the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL

accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited

labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be

more than 1100x2200 mm (w x h) or 2.42 sqm.

Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on

193 9.14 one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-in- charge (Frame work - - - -

shall be paid for separately).

193.1 9.140.1 12 mm thick commercial ply conforming to IS : 1328 BWR type Sqm 6,000 1,399.16 83,94,951.00 -

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with

194 9.127 high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, - - - -

including cost of adhesive of approved quality.

Signature of Contractor with Seal Page 32 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made

with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with

M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc.

and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The

scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for

195 14.72 inspection of work at required locations with essential safety features for the workmen etc. complete as per Sqm 4,000 386.45 15,45,798.00 -

directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for

payment purpose.The payment will be made once irrespective of duration of scaffolding.

Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing

item to be done. - - - -

196 1237 Cutting marble or sand stone slab up to 50 mm thick by mechanical device metre 5,000 11.42 57,125.00 -

6 mm thick annealed Planilaque Evolution or equivalent (premium GRIHA rated lacquered glass) manufactured

industrially by curtain coating process with PU lacquer (50 micron thick), opaque (if viewed against a support wall)

conforming to EN 16477 standards for back painted glass , of approved color by Architect/ Client fixed with

compatibleGlassmate Ultrafix or equivalent - Neutral Alkoxy based Silicone having Shear Bond Strength (Dry, 24

hours), greater than 450 kpa and tack free time of 10 to 30 mins compatible for installation of mirror and lacquered

glass / Glassmate Mirror mounting tape MIRROR MOUNTING TAPE or equivalent - Foam based double sided

adhesive tape for instantaneous adhesion, compatible with mirror and lacquered glass having Shear bond strength

(Dry, 15 mins) of 250 to 350 kpa) on a perfectly leveled 12mm thick water proof marine plywood / MDF / Mineral

fibre board which is mounted on the RCC wall/any other.

Modular Single Glazed Partition System - - - -

Providing, fabricating, supplying and fixing Sleek Modular Single Glazed Partition System comprising 10 mm thick

clear toughened safety glass extending from finished floor level to finished ceiling level, complete with polished and

bevelled edges on all four sides, fixed within an extruded aluminium alloy Grade 6003 framing system consisting of

floor, ceiling and wall profiles, intermediate vertical profiles where required, aluminium I-, T- and L-connecting

sections, perimeter profiles of nominal size 25 × 45 mm or 25 × 100 mm fabricated from aluminium sections of

1.5–2.0 mm thickness, finished with 50–60 micron polyester powder coating or anodized finish in the approved

colour. The work shall include EPDM rubber gaskets, transparent structural silicone sealant, approved double-sided

acrylic tape where required, wooden/plastic packers, cover caps, stainless steel screws, anchor fasteners and all

fixing hardware required for complete installation. The glass panels shall be securely installed within the aluminium

framing using EPDM gaskets, with aluminium connecting profiles at glass-to-glass joints to achieve a clean, slim and

seamless appearance. The scope shall include fabrication, cutting, drilling, transportation, handling, lifting,

198 MR installation, alignment, sealing, cleaning, protection of finished surfaces and making good, complete in accordance Sqm 2,000 10,485.00 - 2,09,70,000.00

with the approved shop drawings, manufacturer's recommendations and the directions of the Engineer-in-Charge.

The completed partition shall be true to line, level and plumb, rigid, structurally stable, with uniform joint widths,

smooth silicone joints, and free from scratches, cracks, chips, distortion or other visible defects. Rate shall include

all materials, labour, tools, equipment, scaffolding, consumables, wastage and incidentals necessary to complete

the work in all respects.

Signature of Contractor with Seal Page 33 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & fixing of Aluminium hangable Linear open cell ceiling with the assembled cell ceiling panel shall be in

size of 600x1200mm or customized as per the site requirement . The assembled cell ceiling panels shall be made

out of main blades in 9mm (W) x 40mm (H) in 1200mm (L), installed at 66 mm c.c. and cross connected to

secondary blades in 15mm(W) x 37mm (H) in 600mm (L) with 200 mm pitch. The assembled ceiling panel made

from 0.4mm thick aluminium sheet. The assembled cell ceiling panels shall be clipped into U-94 carriers of 0.50mm

GMS, coated in black enamelled finished at 1200mm c.c. Wire clips shall hold the cell ceiling panels into the U-94

carriers. Once the U-94 carriers shall be installed then primary angles made from 1.20mm GMS, type U1040 are

cross connected to the U-94 carriers at 1200mm c.c. for lateral bracing The whole ceiling shall be suspended by M6

threaded rods installed 1200mm c/c. All panel modules must be hinge able through wire clips. The planks shall be

manufactured on advanced equipment which includes several levelling stages in manufacturing process. The plank

ends will be raised with pips & stops to ensure accurate fixing & demounting of individual panel. Finishes of ceiling

planks shall be coil coated base . The spacing of the grid angles is according to the requirements of DIN 18168 and

199 MR DIN EN 13964 and quality controlled to ISO 9001:2008 approved by TUV & LEED certification by Indian Green Sqm 409 3,701.00 - 15,13,709.00

Building council (IGBC).All the required facia panels will be included in these rates also. The powder coating shall

pass Salt Spray Test for 750 Hours as per ASTM B117, QUV –A Test for 1000hours as per ASTM G-154 – (Cycle – 1)

and Humidity test for 1000hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN ISO

2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level of

25+-5% at 60 degree celsius as per ASTM D523. All properly levels & finishes completes as per approved pattern

/design and direction of Engineer in charge.

Providing and applying of premium quality cement texture paint. The fine coating with color layered in texture

creates interiors of elegance and rawness.

New work ( primer coats applied @ 7-8 ltr/ sqm, Texture coating applied @ 4-5 ltr/ sqm & Top coats applied @ 8-10

ltr/sqm ) applied for smooth and better finishing.

Baffle Ceiling (50 X 150 ) 150 C/C - - - -

Providing & FIxing Metal Hook-on baffle system with Rectangular vertical baffle blades made of of Aluminium

(Grade AA 3003/3105, H14 temper) in coated thickness of 0.7mm ± 0.03mm as per IS:2676 (1981), post coated to

Ral Shade colour, suitable for architectural finishes and Interior applications, with double grid concealed system

and butt joint panels. The baffle width shall be 50mm, height shall be 150mm, Centre to Centre spacing shall be

150mm, length shall be 3000mm. The baffles shall have plain unperforated finish with square edge, hook-on edges

with suitable upturns. The baffles shall be electrostatically powder coated using RoHS compliant pure polyester

powder to achieve coating thickness ranging from 60-80 microns. The powder coating shall pass Salt Spray Test for

201 MR 750 Hours as per ASTM B117, QUV –A Test for 1000hours as per ASTM G-154 – (Cycle – 1) and Humidity test for Sqm 1,787 7,470.00 - 1,33,48,890.00

1000hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN ISO 2409. The shade

variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level of 25±5% at 60˚ as

per ASTM D523. The grids shall comprise primary U-shaped slotted carrier bars of 120gsm galvanised steel (GI) of

202 MR Baffle Ceiling (25 X 100 ) 100 C/C - - - -

Signature of Contractor with Seal Page 34 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and Fixing horizontal level suspended metal ceilings comprising of Metalworks V-P 500 Hook-on baffle

system manufactured with Rectangular vertical baffle blades made of Aluminium (Grade AA 3xxx, H14 temper) in

coated thickness of 0.7mm ± 0.08mm as per IS:2676 (1981), post coated to RAL shade colour, suitable for

architectural finishes and Interior applications, with single grid system and suitable spacing between baffles. The

baffle width shall be 25mm, height shall be 100mm, length shall be 3000mm. The on-center spacing of baffles shall

be 100mm (clear space between baffles __mm). The baffles shall have plain unperforated finish with square edge,

hook-on edges with suitable upturns. The baffles shall be electrostatically powder coated using RoHS compliant

pure polyester powder to achieve coating thickness ranging from 60-80 microns. The powder coating shall pass Salt

Spray Test for 750 Hours as per ASTM B117, QUV –A Test for 1000hours as per ASTM G-154 – (Cycle – 1) and

Humidity test for 1000hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN ISO

2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level of

25±5% at 60˚ as per ASTM D523. The grids shall comprise primary U-shaped slotted carrier bars of 120gsm

galvanised steel (GI) of 3000mm L x 43mm H x 30mm W x 1.5mm T. Accessories shall include baffle connector (GI),

baffle face cover (GI) – RAL shade, carrier bar splice (GI), carrier spring (SS), wall anchor (GI).

Suspension: Suspension would be M6 GI threaded rod (up to 2000mm L).

Installation Specifications:

Primary and secondary runners Installation: Carrier Bars (black), spaced at 1200mm, to be suspended from ceiling

using GI M6 threaded rods (2000mm L max) and 6mm anchor fasteners. The Hooks on all parallel carrier bars shall

be aligned. Carrier bars to be fastened to two adjacent walls using the wall anchor and bolts. Carrier Bars to be at a

maximum distance of 450mm (max.) to a perimeter wall or outside edge of a floating module. To join two pieces of

continuous carrier bars, a carrier splice to be used. Carrier hangers shall be inserted in the carrier bars in proper

Baffle Installation: Full size metalworks V-P 500 vertical baffles to be opened slightly and hooked on to the hook

slots provided on the carrier bars (in accordance with the shop drawings). Two baffles to be joined together using

baffle connectors. The Baffle Ends shall be closed using face covers with snap fit.

Providing and Fixing SoundScapes Acoustical Clouds/Shapes - Acoustical clouds which are 30 mm thick, flat glass

fibre panels of Humidity Resistance RH 95%, with embedded frame made of aluminium extruded section of

38X10mm of grade 6063-T6 as per dimension mentioned in below table for reinforcement and secured hanging.

Embedded extrusion shall have grub slot with pre inserted nut for group hanging and connected using Aluminium

die casted corner connector with ¼” – 20 threading for hanging using cable adjuster for independent clouds. The

form of Acoustical Clouds/Shapes - shall be Square / Convex / Concave / Circle / Hexagon / Trapezoid

/Parallelogram (Left & Right) / Rectangle (Small & Large) in standard Traffic White color with light reflectance 90%

as per ASTM 1477-98 or in the color specified by the Architect / Engineer in charge (Shell / Tangerine / Cranberry /

Moss / Kiwi / Reef / Lagoon). The Acoustical Clouds/Shapes shall be made of Glass fibre panel with density of 110-

120 Kgs/m3 along with acoustical sound absorbing scrim on the face to achieve sound absorption as per below

mentioned table in accordance to EN ISO 354 :2003 (average of 500-4000Hz) . The face and

edges shall be finished with matching water based texture paint. Shape Nominal Size and Sound Absorption –

203 MR Metric Sabin 1. Square 1170x1170mm - 2.48 Metric Sabin 2. Convex 1170x1140mm 2.28 Metric Sabin 3. Concave Sqm 13 22,958.00 - 2,98,454.00

1170x1140mm 1.94 Metric Sabin 4. Circle 1170 Dia. 2.12 Metric Sabin 5. Hexagon 1170x1010mm 1.61 Metric Sabin

6. Trapezoid 1170x1170mm 2.15 Metric Sabin 7. Left Parallelogram 1170x1170mm 2.15 Metric Sabin 8. Right

Parallelogram 1170x1170mm 2.15 Metric Sabin.The panel shall be hung as per the following based on the

installation. Individual Suspension - The panel shall be hung using deck hanging kit comprising of griper structure

anchor & cap of dia. 20mm, spring loaded bottom end cable adjuster of dia. 9mm and 2.4m long aircraft cable of

204 MR 122 mm Drywall system - - - -

Signature of Contractor with Seal Page 35 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and installation 122.0 mm thick partition comprising ("Patented in India (325062)") metal framework,

with a maximum attainable height of 4600 mm satisfying L/240 deflection criterion at 200 Pa, providing 60-minute

fire resistance tested in accordance with BS 476 Part 20 & 22, sound insulation (Rw) of 51 dB tested in accordance

with ISO 10140-2 / ASTM E90 with spectrum adaptation term as per ISO 717-1, and Severe Duty performance as

per BS 5234 Part 2. The partition shall comprise double-layer tapered edge gypsum boards, GreenPro certified by

CII, 100% recyclable, and Class 1 surface spread of flame as per BS 476 Part 7, manufactured through strategically

located plants to reduce carbon emissions. One face shall consist of an inner layer of 12.5 mm Gypboard® Plain

with an aerated gypsum core firmly bonded to strong paper liners, conforming to IS 2095 (Part 1):2023 Type A / EN

520:2004 Type A, having thermal conductivity of 0.16 W/m·K, flexural strength of >550 N (longitudinal) and >210 N

(transverse), and a third-party verified EPD in accordance with EN 15804 and ISO 14025, with a Global Warming

Potential (GWP) of 4.73 kg CO₂e/m², together with an outer layer of 12.5 mm board comprising a calcium

sulphate dihydrate core encased in high GSM paper liners reinforced with glass fibres and additives, conforming to

IS 2095 (Part 1):2023 Type D,F,R2 / EN 520:2004 Type D,F,I,R / ASTM C473/C1396, having thermal conductivity of

0.24 W/m·K, flexural strength of >725 N (longitudinal) and >300 N (transverse), enhanced point load capacity of up

to 30 kg using a standard No.10 wood screw (minimum pull-out strength ≥300 N), and a third-party verified EPD Sqm 6,350 4,172.00 - 2,64,92,200.00

with GWP of 10.11 kg CO₂e/m². The opposite face shall consist of two layers of 12.5 mm Plain. The framing

system shall comprise GypSerra® sections manufactured from CR1 grade GI sheet conforming to IS 513, with 300

MPa yield strength, 340 MPa tensile strength, AZ150 coating conforming to IS 15961, tested for 500 hours salt

spray resistance as per ASTM B117, and having a third-party verified EPD as per ISO 14025:2006 with GWP of 3.16

kg CO₂/kg. The framework shall include 70 × 34 × 36 × 0.5 mm C-studs with 6.5 mm lip and H-shaped web cut-

outs for services, having a major axis moment of inertia of 61,909 mm⁴, spaced at 610 mm c/c, housed within 72 ×

32 × 32 × 0.5 mm floor and ceiling channels having flanges bent at a 5° acute angle. Floor and ceiling channels shall

be fixed using Ø8 × 45 mm rawl plugs with 6.8 kN pull-out strength or suitable nails at 600 mm c/c in a zig-zag

pattern. 70 × 40 × 40 × 0.5 mm noggin channels shall be provided between studs at horizontal board joints.

Gypsum boards shall be screw-fixed using 25 mm Drywall Screws and 35 mm Screws at 600 mm and 300 mm c/c,

respectively. 50 mm thick Twiga Insul or EcoInsul Glasswool, having a mean density of 20 kg/m³, ISI marked, bio-

soluble, free from metal shots, and conforming to IS 8183, shall be installed within the framework using Holding

Clips. All joints shall be finished with Pro-Fill JC jointing compound conforming to ASTM C475 and Paper Tape. All

perimeters and service penetrations shall be sealed with approved fire- and acoustic-rated sealant, complete in all

Supply, printing, and installation of 250 GSM (±5 GSM) non-woven wallpaper made from eco-friendly natural fibers,

latex printed with approved water-based inks, including surface preparation, priming, adhesive application, and

installation on interior walls complete in all respects. The wallpaper shall be waterproof, breathable, sound-

205 MR absorbing, non-warping, odorless, and suitable for indoor use. Sqm 4,208 2,492.00 - 1,04,86,336.00

The item shall include wall surface preparation, alignment, pattern matching, double-cut jointing, finishing,

protection, cleaning, approved mock-up, all materials, tools, labor, and equipment as per approved drawings and

specifications.

Providing and Fixing of Multi cell Polycarbonate Panels 16mm thick with 5 cells - 6 walls structure over MS

Supporting structures (paid separately). Panel Width shall be 600mm - 1040mm to ensure best performance for

wind uplift. The panels shall be uniform in colour with an integral Microcell core with softlight/ Reflective finish to

give diffused/optimum light. In a cross section, the core shall be constructed of microcells not exceeding 4mm x

4mm and shall be square/rectangular in appearance. Panels shall be coextruded with UV Protection layers having

UV filtration of less than 0.1% as per UV filtration test AS No.1067-1990. The weight of the only panel shall not be

206 MR less than 3200 gram per square meter. Panel shall have U value not more than 2.0 W/m2k (lower U Value would be Sqm 365 6,819.00 - 24,88,935.00

preferred). Panel and system should pass impact and shock resistance tested for D1-10j, M 50 -300J, M 50- 400J.

The panels shall have cold bending radius of minimum 3.2 meter. Panel should achieve minimum sound absorption

level 19DB (Higher sound absorbtion would be preferred).

Providing & Fixing of Flotex color/linear series flocked floor covering rolls having a density of 70 million fibres of

nylon 6.6 per Sqm , Fire Test EN-13501, Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN

14041 Class DS, sanitized anti-microbial treatment with resilient waterproof backing ,anti allergic cetrtified by

British allergy foundation, anti static, stain resistant, thickness 4.3 mm and approximate weight of approx 1.8

k.g./sqm of roll form with acoustic sound impact 17dB. Flotex to be installed over cement based smooth level hard

flooring. The carpet should be laid complete including SS edge profile at door opening.

Signature of Contractor with Seal Page 36 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and laying EPDM safety flooring consisting of two layers — a base layer of recycled SBR rubber granules

(minimum thickness 25 mm) and a top layer of coloured EPDM granules (minimum thickness 15 mm), total

thickness not less than 40 mm, laid in-situ over a properly levelled and compacted sub-base using polyurethane

208 MR binder. Flooring to provide uniform impact absorption in compliance with EN 1177 / ASTM F1292 standards for Sqm 424 4,426.00 - 18,76,624.00

critical fall height up to 1.5 m, and shall be UV-, water-, and slip-resistant.

Anti static Vinyl Flooring - - - -

Supply & fixing of flexible non directional antistatic plus range pvc sheet flooring in 2 mm thickness in the size of 2

mtr X 20 mtr use area classification 23/34/43 results from independent testing demonstrate that product inherently

inhibits the growth of microbial strain MRSA. It shall be Group-T homogeneous in construction. The flooring shall

209 MR be approx weight of 2.99 kg/m2,dimensional stability EN-434, static electrical charge <2kv, impact sound reduction Sqm 72 3,221.00 - 2,31,912.00

approx ISO 717-2,Rsistnat to slip, fire ,chemical & does not favour in growth fungi & bacteria, diamond 10 coating

for more durability ,easy to clean ,scratch protection ,high abrasion resistant, duly installed on smooth and hard

surface with company recommended adhesive and seamless joint.

Wooden Laminated Flooring - - - -

Providing and fixing of 10 mm thick Laminated wooden flooring Classification of Use 23/32 (Heavy

Domestic/General Commercial) with a Surface Abrasion Resistance of class AC4 (average 4500 cycles), Impact

Resistance of IC2 (EN13329), Resistance to Cigarette Burn with a rating of 5 (EN 438-2:15), Swelling after 24 hrs in

water of 15% (EN13329), Modulus of Rupture of 53.3 newton/mm2, Internal Bond 1.78 newton/mm2, Surface

210 MR Soundness of 1.3 newton/mm2 (EN 13329:2000) with a 0.2mm thick wear layer on top of a High Density Fiber Sqm 28 3,084.00 - 86,352.00

substrate core (density > 850 Kg/M3) of plank size 1291 mm X 135 mm having Uni fit locking arrangement (lock

strength > 1000 lbs/ft) with an underlayment made of natural colour foam , with accessories like End profile,

Transition profile, reducer, etc. complete. The rate includes cost of all materials, accessories, labour, HOM, etc.,

complete at all levels. (The Shade, pattern etc., to be approved by Engineer in charge)

Signature of Contractor with Seal Page 37 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Engineering Wood Flooring - - - -

Providing & fixing 12 mm thick engineer wood flooring American Exotic Bruce 7 layer construction, top layer of

wood veneer 2mm ,plank size width 190 mm , length 400-1900 mm, locking Lock & fold /Valinge click-system

211 MR ,premium finish brushed ,micro bevel edges/ends with an underlayment made of natural colour foam, with Sqm 188 9,457.00 - 17,77,916.00

accessories like end profile ,transition profile ,reducer ,etc.complete.The profiles are 100% matching. profile at door

Supplying 3+mm Porcelain Slab make with structurally reinforced double coated fiberglass mesh backing

integrated with the Stonelam slab body in the manufacturing itself and supported with Adhesion Test Report. The

slabs should have a hardness of MOH 5-7. The weight of slab should not be greater than 8.2 kg/m2 and have Fire

Rating greater than or equal to: A2 S1 D0. The 3mm Slab should have size of 1000mm*3000mm. The slabs should

have additional following properties: water absorption<0.1%, modulus of rupture not less than 50N/mm^2, deep

209 MR abrasion resistance of <175 mm^3. Maximum deviation in size on each side should not exceed +/- 0.5mm and on Sqm 1,350 9,035.00 - 1,21,97,250.00

diagonal end it should not exceed +/- 0.1mm. The slabs should conform to frost resistance - ISO 10545-12, they

should be scratch resistant - ISO 10545, should be chemical resistant under ISO-10545-13, should be resistant to

thermal shock under ISO-10545-9. The provider should provide a warranty of 25 years on the color fading and

aestheticity of the product. Color to be approved as per scheme of the Architect . Wastage of Slabs to be charged

extra as per design

Conventional Dry Cladding Stick System: Providing & fixing 3+mm Porcelain slab size of 1000mm*3000mm with

structural reinforced double glass fiber mesh backing integrated with the Stonelam slab body. Installation using dry

cladding stick system over aluminium tubes backup framing having vertical and horizontal members, Angle

cleats,and grooves filled with weather grade sillicon sealent of dow corning/ G.E make (Dowsil 991/ Dowsil 789/

Boss 236/ Boss 388/ Boss 395AF) as architect's drawings. The porcelain slabs should be sticked on aluminium tubes

as per the design of the façade using structure sealant: Dowsil 995/ Dowsil 795/ Boss 236 and double sided VHB

Tape. The grid of the aluminium tubes should be designed as per the wind load and impact load requirement of the

façade. The slabs should be fixed as per standard dry cladding stick system and the vendor should provide a - - - -

warranty of 10 years for the same. All slab fixing work except the electricity, water & scaffolding to be done within

the rate provided. Water, electricity and Scaffolding will remain in General contractor's scope and is not included in

this price. Any changes in the price due to design complexity, will totally depend upon approval of Project in

Signature of Contractor with Seal Page 38 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Stretch Fabric Ceiling: Supply, fabrication, and installation of a translucent PVC membrane stretch ceiling system

complete with extruded corrosion-resistant aluminium perimeter channels/profiles, factory-welded PVC harpoon

edging, and an integrated LED backlighting system including LED bars, drivers, wiring, connectors, and all necessary

accessories, complete in all respects as per the approved drawings and specifications. The stretch membrane shall

be of premium quality, flexible, durable, and suitable for uniform light diffusion, conforming to EN 14716 with Fire

Classification B-s1-d0, free from heavy metals, Indoor Air Quality A+ Emission certified, and AQD Certification No.

0107. The membrane shall be manufactured in an ISO 9001:2015 certified facility in India, ensuring uniform

thickness, colour consistency, and a defect-free finish. The integrated lighting system shall comprise EC Supreme

Bar LED or approved equivalent with OSRAM or equivalent LED chips, CRI ≥80, 4000K CCT, 170° beam angle,

Japanese PMMA aspheric lens, aluminium MC-PCB, operating on 24V DC through Meanwell or approved equivalent

non-dimmable drivers, providing high lumen output with uniform illumination free from hotspots and efficient

thermal management. The lighting system shall be CE certified and RoHS compliant. Installation shall be carried out

by trained personnel, ensuring proper alignment, uniform membrane tensioning without wrinkles or sagging,

accurate integration of the lighting system, testing and commissioning, and completion of the work with all labour,

materials, consumables, tools, equipment, fixing accessories, scaffolding, and incidental works required for a

complete and satisfactory installation.

Providing and Fixing horizontal level suspended ceiling comprising of Metalworks R-H 200 Hook-on system

manufactured by Ceiling Solutions suitable for Interior applications and architectural finishes, with concealed grid

and butt joint panels. The Rectangular Panels shall be made of Aluminium honeycomb structure in width of 600 to

1200mm and length up to 3000mm and 12mm thick panels.

Ceiling Panel Specifications:

The R-H 200 Hook-on rectangular ceiling panels to be made of Aluminium Honeycomb Structure, having finished

panel width of 600~1200mm and panel length of up to 3000mm. The panels shall have Square Edge having

3mm(W) x 8mm(H) black foam gasket, glued at the edges, typically on one long and one short side. All panels shall

The panels shall be perforated in Standard-perforations (Rg2516) having 2.5mm dia. round holes square 90°

perforations, 16% open area with 50mm border on all four sides. The front skin of the panel shall have a non woven

black acoustical Soundtex fleece (density = 126g/m2) hot pressed at the back, having sound absorption of up to 0.7

The panels shall be Fully Accessible or Partially Accessible, with system height of around 100mm.

211 MR Material and Finishes: Sqm 1,350 8,044.65 - 1,08,60,278.00

The aluminium honeycomb panel shall be of 12mm thick comprising of around 10.8 mm aluminium honeycomb

core sandwiched and bonded by a two component polyurethane (PU) based adhesion system between two skins of

0.7 mm (front side) and 0.5 mm (rear side) thick with contrasting colours on the rear side, aluminium alloy of 3xxx

The panel should be closed from all sides during manufacturing. No open edge honeycomb panel will be accepted

a) Mechanical Properties of aluminium skin: Tensile strength ≥ 120N/mm 0.2% proof stress Rp0.2 ≥ 80 N/mm2

Elongation A50 ≥ 4%

Modulus of elasticity 70,000 N/mm2

b) Honeycomb Core Cell size: 10 to 19 mm

c) Rigidity (E.I): 43,300 kNcm2/m

d) Panel weight: 5 kg/m2 (± 10%)

e) Dimensional tolerances: Panel Thickness: ±0.2mm

Thickness of cover sheet: ±0.2mm

Signature of Contractor with Seal Page 39 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing, stone finish Acrylic solid surface or approved equivalent vanity counters with 12 mm thick

acrylic solid surface sheets manufactured as per ISO19712 and technical specifications as enclosed in Annexure A.

The sheets to be cut, pasted and finished in shades of acrylic solid surface or approved equivalent Design White

Onyx (PC) and Cosmos Prima (PC), or equivalent as approved. Counter with fascia, backsplash and mirror frame to

be seamlessly integrated with same color customized acrylic solid surface or approved equivalent bowl. Counter to

be fixed over metal framework and 19mm thick BWP Ply with all mechanical fixtures, fasteners and silicon as per

212 MR DSR guideline. The quoted rates shall include cost of acrylic solid surface or approved equivalent material, its Sqm 126 9,589.00 - 12,08,214.00

wastages, fabrication & installation of counters at site, along with chamfering of edges, flushing joints, making

provisions for accessories like faucets, soap dispensers and final finishing as per directions of Engineer-In-charge.

The final plan and elevation area (horizontal and vertical) to be measured for payment including Cost of oval bowl

(per piece) and SS frame. The work shall be done, complete in all respect with all necessary arrangement as per

requirement and as per the direction of Engineer in charge/ Architect.

Nylon carpet flooring - - - -

Providing and laying of High definition chromo-jet carpet , having 100% Type 6' Nylon cut pile or equivalent and

1/10 gauge, . The carpet should have a primary backing of PP woven cloth and secondary backing of action back to

ensure high performance and comfort. The carpet should be of 3.66- 4M width to ensure lesser joints and

minimum wastage. It should have a minimum total weight of 2000 gsm and minimum pile weight 1000 gsm ,

minimum number of tufts to be 185040 or more,pile height 7 mm and total height 9 mm The carpet should also

qualify to the following minimum European standards performance specifications - (a) Fastness to rubbing, dry (ISO

105 X-12), minimum rating should be 4-5; (b) Fatness to rubbing, wet (ISO 105 X-12), minimum rating should be 5;

(c) Water fastness, (ISO 105 E-01), minimum rating should be 4-5; (d) Fastness to light (ISO 105 B-2), minimum

rating should be 5; (e) Thermal Resistance (ISO 8302), minimum rating should be 0,45 m² K/ W; ASTME 648-

03(NEPA 253)-Class-1 (f) Impact sound insulation (ISO 140 - 8), (g) Green level-CRI+plus—GLP1350, (h) smoke

density-ASTME662-03 (i) Fire classification-CE EN14041:2004. The carpet should be Microbial assay Test-

110740,110740A,AATCC Method 174 part-2 for better stain resistance, and should have an approved fire rating of

Class 1 under Bf1S1 and should be recommended for commercial usage under Class 23/32 classification." duly

installed on smooth hard floor with support of 10 mm epe sheet & company recommended adhesive.

Providing & Fixing horizontal level suspended ceiling comprising of GI Microlook Lay-in Micro Perforated metal

ceiling consisting of 600x600mm (Nominal Size) Lay-in tiles of 120 gsm galvanized steel as per IS 277 (2003) suitable

for architectural finishes in 0.5 mm thickness as per IS:513 (1994) in Global white color with Square

Tegular/Microlook 90˚ edge having 8mm drop and 5.5mm flange. Tile shall have perforation having hole diameter

1.8mm and open area 20% with linear and diagonal pitch of 5mm and 3.5mm respectively and a border of 9.1mm.

The difference between the 2 diagonal dimensions of the tile to be less than 1mm. Tiles shall be flattened by

precision leveller to minimize sag to less than 1/400mm. The tile shall be electrostatically polyester powder coated

using RoHS compliant powder having coating thickness ranging from 60-80 microns. The powder coating shall pass

Salt Spray Test for 750 Hours as per ASTM B117, QUV –A Test for 1000 hours as per ASTM G-154 – (Cycle – 1) and

Humidity test for 1000 hours as per DIN 50017. The powder coating shall have an adhesion of GT0 as per EN ISO

214 MR 2409. The shade variation across batches shall be delta E<1 using Excite/BYK Gardner instrument and gloss level Sqm 75 3,454.00 - 2,59,050.00

25±5% at 60˚ as per ASTM D523. The tile shall have a Light Reflectance of ≥ 63% in accordance with ASTM 1477-98.

Back side of the tile will have Soundtex fleece hot pressed mechanically for uniform bonding to achieve NRC up to

0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM

C-423 and Fire Performance of Class 0/1 as per BS 476 Part 6 & 7 in module size of 600x600mm. All border cut tiles

shall be laid, using lay-in end cap for installation to have a Microlook effect on perimeters.

Signature of Contractor with Seal Page 40 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and fixing Fabric Rockwool based Acoustical Wall Paneling 600x1200/600x1800x 25mm Fixing with the

help of specially designed Metal Impellers of sizes 77mmx102mm which all are properly Sound Strut screw fixed

horizontal/vertical to wall at every 600mm c/c.While installation the top end ofThe panles should place of line then

carefully shold swing the bottom edge to meet impellers heads.The NRC : should be Up to 0.9,should meet the

215 MR safety requirements of EN 14190. The colour of panel as approved by Architect and as specified including all Sqm 675 8,635.00 - 58,28,625.00

accessories, material & labour complete as directed by Architect / Engineer – in – charge. These panel can be

Adhere by glue, convenience, Impalers and hangers can also be used.

Fluted Toughened Glass Partition - - - -

Providing, fabricating, supplying and fixing Fluted Toughened Glass Partition System comprising 8 mm thick clear

fluted (reeded) toughened safety glass, as specified in the approved drawings, with polished and bevelled edges on

all four sides, complete with extruded aluminium alloy Grade 6003 framing system consisting of floor, ceiling and

wall channels, intermediate vertical profiles where required, aluminium I-, T- and L-connecting profiles, perimeter

profiles of nominal size 25 × 45 mm or 25 × 100 mm fabricated from aluminium sections of 1.5–2.0 mm thickness,

finished with 50–60 micron polyester powder coating or anodized finish in the approved colour. The work shall

include EPDM rubber gaskets, transparent structural silicone sealant, approved double-sided acrylic tape where

required, wooden/plastic packers, cover caps, stainless steel screws, anchor fasteners, fixing hardware and all

accessories required for complete installation. The glass panels shall be securely installed within the aluminium

framing using EPDM gaskets, with aluminium connecting profiles at glass-to-glass joints to provide a neat and

216 MR seamless appearance. The work shall include fabrication, cutting, drilling, transportation, handling, lifting, Sqm 40 5,551.00 - 2,22,040.00

installation, alignment, sealing, cleaning, protection of finished surfaces and making good, complete in accordance

with the approved shop drawings, manufacturer's recommendations and the directions of the Engineer-in-Charge.

The completed partition shall be true to line, level and plumb, rigid, properly aligned, with uniform joints, smooth

silicone finish, and free from scratches, cracks, chips, distortion or other visible defects. Rate shall include all

materials, labour, tools, equipment, scaffolding, consumables, wastage and incidentals necessary to complete the

work in all respects.

Providing and supplying for wall panelling Decorative Planks made of High Impact Polystyrene (HIPS) 12mm plus

thick and laminated on the front side with designer Pet Film with various colours and designs Approx 76+ desigs in

different finishes Wooden fluted panels designs as per choice of the Architect/Project incharge of size 2900 X 167 X

217 MR 9 mm (As per choice of design ). A material with superior quality and great advantages of 100% water proof, termite Sqm 215 5,388.00 - 11,58,420.00

proof, Moisutre resistant, Sound insulation for indoor applications to be affixed to plain surface wall alongwith

Ventura Bond adhesive or as per instructions by Company or installer .

Signature of Contractor with Seal Page 41 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and Fixing Channelled Woodworks perforated panels of width 192mm, thickness of 15mm and length

2400 mm, made of a Moisture resistant fibre board substrate with a laminated facing as per the approved shade

(Portland Maple, Sea Beech, Siam Wood & Mystique Walnut, Interior White, Alumina Pearl) and a melamine

balancing layer on the reverse side. The boards shall have a special perforation pattern where the reverse surface

has a “Helmholtz” fluted perforation with consecutive 3mm wide groove followed by 21mm of visible pane. The

edges of the panel shall be “tongue-and-grooved” to fix special clips for installation and seamless visual. The back of

the perforated panel shall have sound absorbing non-woven Soundtex acoustical fleece hot pressed to achieve NRC

of 0.5. (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per

ASTM C423 and Humidity Resistance (RH) of 70% with camber limit less than 1mm/1000mm and bow less than

1mm/300mm. The panel shall be downwardly installed with tongue and groove mechanism using Inside clip on

Knauf Prelude 38/43 with 24 mm wide T - section flanges having rotary stitching on all T - sections i.e., the Main

Runner, 1200 mm & 600 mm Cross Tees with a web height of 43mm, 35mm and 30mm respectively. The deflection

218 MR loading of the system shall be 17.8 kg/m2 (as per standard installation layout mentioned below) and main beam Sqm 2,851 6,771.00 - 1,93,04,121.00

tested as per ASTM C635 (Deflection limit less than L/360) with deflection loading of 21.4kg/m. The end details of

the main beam and cross tee shall be made of pre hardened steel and the cross tee is designed to provide double

locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee

to cross tee connection shall have a pull out strength of more than 100kg. The T - Sections shall be made of hot

dipped galvanized steel of 100 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T

bending capability. Installation should be carried out as per recommended procedure. The grid shall be installed

with suspension system.

Moss Wall - - - -

Supply, installation, testing and commissioning of customised preserved moss wall panels comprising maintenance-

free, naturally preserved moss mounted on factory-fabricated backing panels, suitable for interior decorative wall

applications, complete in all respects as specified and approved by the Engineer-in-Charge. The panels shall be of

600 × 400 mm size, or as indicated in the approved drawings, manufactured using 100% natural preserved moss

such as Flat, Reindeer, Ball or approved combination, treated through a proprietary preservation process to retain

its natural appearance, texture and colour without requiring watering, irrigation, soil, fertilisers or sunlight. The

panels shall have a customised design, colour and pattern as approved by the Architect/Engineer and shall be

mounted on moisture-resistant PVC, HDPE, aluminium composite panel (ACP), marine plywood or other approved

rigid substrate suitable for concealed fixing. All adhesives shall be VOC-compliant, non-toxic and of high strength,

suitable for interior applications. The completed installation shall be maintenance-free under recommended indoor

conditions and shall require no watering, misting, irrigation, drainage, trimming, pruning, fertilisers or direct

sunlight. The moss wall system shall be suitable exclusively for indoor applications and shall provide certified

acoustic sound absorption performance, fire-resistant treatment with certification from an approved testing

laboratory, natural resistance to mould, insects and pests, and shall be free from toxic emissions and safe for

219 MR occupied interior spaces. Colour and texture shall remain stable under recommended environmental conditions. Sqm 156 28,212.00 - 44,01,072.00

Installation shall be carried out in indoor areas where relative humidity is preferably maintained at approximately

40% or higher and ambient temperature is maintained between 15°C and 30°C. Panels shall not be exposed to

direct sunlight, excessive heat, continuous air-conditioning discharge or water. The panels shall be securely fixed to

the wall using approved concealed mechanical fasteners and/or high-strength adhesive in accordance with the

manufacturer’s recommendations. The scope shall include all necessary framing, backing supports, edge trims,

joints, junctions, fixing accessories and finishing required to achieve a neat and seamless appearance. The

Contractor shall prepare and submit shop drawings, material samples, colour/pattern samples and manufacturer’s

technical data for approval prior to fabrication and shall coordinate all dimensions and customised patterns with

the Architect/Engineer. Upon completion, the Contractor shall inspect and certify that all panels are securely fixed,

the colour, texture and pattern conform to approved samples, and that there are no visible gaps, loose moss,

damaged areas, adhesive marks or other defects. The item shall be complete in all respects, tested, commissioned

and ready for handover, including all materials, labour, tools, equipment, accessories, transportation, installation

and incidentals necessary for completion as specified.

TOILET CUBICLES - - - -

Signature of Contractor with Seal Page 42 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

FMRSCUBATHZZLT00001 (HSN CODE: 48239019) MERINO ATHENA LITE SERIES SS 2100MM

Supply and Installation of Modular Toilet cubicles as per description

Thickness of Compact Laminate : 12mm

Color of HPL Boards: Single Standard Compact Color

Special Remarks For Customization :

Size of Cubicle : 1200mm (W) X 1600mm (D) X 2105mm (H) - ENCLOSED UNIT

Door Size : 1820mm (H) x 600mm (W)

Divider Size : 1830mm (H)

Overall Height Of Cubicle : 2100mm

Accessories: Standard - Merino Make Stainless Steel - 304 Grade accessories)

a) SS "U" Channel

220 b) SS Door Stopper Channel each 229 34,333.00 - 78,62,257.00

c) Aluminum H Section Top Rail and MS Wall Bracket

d) SS Coat Hook

e) SS Privacy Thumb turn c/w Occupancy Indicator

f) SS Door Knob

g) SS Spring Loaded Butt Hinges with Cover

h) Rubber Lining for Door Stopper

i) Screws & Wall Plugs

NOTE - Anodized Parts Visual Inspection Criteria is "From 3 Meter Distance" As per EN STD. - 12373-1

SPECIAL NOTE - Warpage Criteria is 3.0 mm/1000mm for MRS panels as per EN standard- 438.

MR Glass railing - - - -

TOP MOUNTED ALUMINIUM:- 'Fabrication, supply & Installation of New clear line glass railing system for Straight

area made of Heavy duty aluminum U Type Hollow walls Base channel ( HWBC) AL-6063 grade with mill finish of

size 58( wide)x125 mm( height). Glass Specs. is 15.52mm thk laminated (8mm Thk. Clear Toughened + 1.52 PVB +

6mm Thk Clear Toughened) for Straight area . Clear Glass Height 960mm. to be GRIPPED with fixing kit . each at

maximum 250mm cc to cc . glass should be lifted from base by Solid Nylon L Block separates at least 4 nos/ meters.

HWBC to be fixed with Chemical Anchor M10x190 mm with Epoxy Chemical. Glass should be fixed with completely

dry system so that in case of breakage it can be changed without any silicon cutting and very fast as well. exposed

edges of HWBC (if any) to be covered with end caps. The Top Edge of glass will be covered with AL grade Slotted

Square handrail of OZRAC-UTB-40x40 (AL) fixed with EPDM Gasket at the top of glass. The Vertical joint of glass will

be free from silicon. The total height of the system will be max. 1000mm from Top of Ledge to Top of Handrail and

1200mm from FFL, . All top rail joints will be joined with accessories.

Mosaics Tile - - - -

Providing & fixing of handmade tiles of customized PYRAMID design with dimension-Base-67x67mm, Height -50mm

and thickness 4-6mm with water absorption of 4-5% fixing with tile adhesive C2TES1 (C2 + Reduced slip + Extended

open time + Deformable) with mixing ratio 100 parts of C2TES1 with 50-56 parts of water by weight with density of

the mix 1200kg/m3,pH -of mix is more then 12, pot life of mix is more then 12hr, application tem raneg +5

to+40degree Celcius and adjusting time 45 min and approved drawing by Engineer-In-Charge. Scalf folding and

leveling of wall plaster in PMC scope. 269pcs will cover 1 sqm.

Signature of Contractor with Seal Page 43 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing, fabricating, supplying and fixing Modular Single Glazed Aluminium Stile Swing Door System comprising

extruded aluminium alloy Grade 6003 door frame of nominal size 45 × 45 mm or 100 × 45 mm, and aluminium stile

door shutter fabricated from nominal sections 60 × 35 mm or 75 × 45 mm, manufactured from aluminium profiles

of 1.5–2.0 mm thickness, factory finished with 50–60 micron polyester powder coating or approved equivalent

finish in the approved colour. The shutter shall be glazed with 10 mm thick clear toughened safety glass having

polished and bevelled edges on all four sides, fixed with EPDM rubber gaskets. The door frame shall incorporate an

integral glazing groove to receive the adjoining partition glass, providing a continuous frameless glazed appearance

without additional mullions. The item shall include 4 Nos. heavy-duty stainless steel flush hinges (minimum 5" × 3"

× 3 mm or equivalent), exposed door closer with slide arm and hold-open feature, 300 mm long stainless steel D-

type offset pull handle, mortise lock with Euro cylinder complete with three keys, stainless steel dead lock where

specified, EPDM gaskets, anchor fasteners, fixing brackets, screws, packers, sealants and all necessary accessories

for complete installation. The work shall include fabrication, cutting, machining, glazing, assembly, transportation,

MR handling, lifting, installation, alignment, adjustment of hardware, testing, cleaning, protection of finished surfaces - - - -

and making good, complete in accordance with the approved shop drawings, manufacturer's recommendations

and the directions of the Engineer-in-Charge. The completed door system shall be true to line, level and plumb,

operate smoothly without binding or rattling, have uniform clearances, secure locking and closing action, neatly

finished joints, and be free from scratches, dents or other visible defects. Rate shall include all materials, labour,

tools, equipment, scaffolding, consumables, wastage and incidentals necessary to complete the work in all respects.

223 a Single Leaf Swing door of size 900 x 2400mm. Each 60 92,513.00 - 55,50,780.00

224 b Single Leaf Swing door of size 1000 x 2400mm. Each 32 96,214.00 - 30,78,848.00

225 c Single Leaf Swing door of size 1200 x 2400mm. Each 59 1,03,615.00 - 61,13,285.00

226 d Double Leaf Swing door of size 1500 x 2400mm. Each 6 1,57,273.00 - 9,43,638.00

227 e Double Leaf Swing door of size 2000 x 2400mm. Each 4 1,63,564.00 - 6,54,256.00

Supply & Installation automatic Sliding door operator ES 250 PRO Easy 4150 mm with low-noise drive motor

without gearbox, TÜV design tested for 1.5 million Cycle of operation in accordance with low voltage guidelines of

IEC /EN 60335-2-103 and fulfils EN 16005 and DIN 18650-1 / DIN 18650-2 standards. With the clear passage width

up to 2000 mm. The Profile Finish should be Silver Anodized E6/C0, with operator dimensions (H x D) : 100 x 180

mm. Drive with acoustically decoupled and exchangeable running rail and wear-resistant special surface. Rollers

made of special plastic, Counter rollers as derailment protection.Mounting plate with prefabricated fixing holes and

threaded holes. Microprocessor-controlled control unit, Self-learning, with adjustable parameters for opening and

closing speed, hold-open time 0- 180 Sec, with smps, Class of protection IP 20.Program Switch with Knob, ES 250

PRO Easy, Maximum Panel Weight Carrying Capacity of 2X 125 Kgs each leaf. The Max. opening and closing force by

the opeartor should not exceed 150N and maximum power consumption should not exceed 130W during

operation mode. The operator should be equipped with EM failsafe / fail secure lock with Nemo Combi sensor with

228 MR 2x Microwave for activation and double rows of 24 spots failsafe Safety infrared curtains without the need of Sqm 50 52,526.00 - 26,26,300.00

Photocell. The system shall have constant power supply 230V+ 5%, 50Hz, AC The operator seamlessly integrates

with the ST-Flex Profile System, designed to accommodate 8 - 22 mm toughened glass with appropriately sized

rubber gaskets. The profile dimensions do not exceed 30x47 mm, and the ST Flex possesses Valid Environmental

Product Declaration Certification in accordance with ISO 14025 and 15804 standards.

Automatic sliding door including 2 moving panel and 2 fixed panel, St flex profile / frames for moving and fixed

panels with 12mm clear toughened glass.

Signature of Contractor with Seal Page 44 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Antifungal Wall, Breathable Wall Painting: - Provinding and Applying in two coats using a rollar / spray on the

putty applied surface at a time gap of 8 hrs by ensuring a uniform coating is achieved and compensated the

229 MR differences in surface porosity, allowing second coat to dry for 24 Hrs, etc and complete as per manufacturer's Sqm 365 617.00 - 2,25,205.00

specification. PU wall coating should confirm to the Global Migration Standards laid down in US-FDA: 175-300.

Coating coverage will be ~ 4-5 sqm / ltr in 2 coats.

Intumescent Paint - - - -

Primer coat- Two Component fast drying, low VOC epoxy zinc phosphate primer having volume Solids of 74 ±2%.

DFT 75 microns in single coat. The primer shall have minimum recoat interval of not more than 2 hrs at 20 Deg C.

The primer shall have a DFT range of 70 to 125 microns in one coat like Hempadur Fast Dry 17410 or approved

equivalents. The primer shall be applied by conventional/airless spray only in shop. Brush shall be used only in

inaccessible areas.

Intumescent coat -One component solvent based acrylic thin film intumescent coating having Volume Solids 75

±2% confirming to BS 476 Part 20-21, EN 13381 Part 8. The product shall be independently tested and approved for

fire protection of structural steel exposed to cellulosic fire for 120 minutes. Can be applied up to 1600 micron dry

film thickness per coat like Hempafire Pro 400 or approved equivalent. DFT – As per loading table The thickness

230 MR determined should be in accordance to the Hp/A given by approved manufacturer. Sqm 10 5,194.00 - 51,940.00

Two components polyurethane topcoat with minimum volume solids of 67 ±2% confirming LEED V4 for VOC

emission. The product should have zinc phosphate to enhance resistance to weather and chemicals. The product

has good gloss and colour retention. The topcoat shall have a DFT window of 50 microns to 125 microns achievable

in one coat like Hempathane HS 55610 or approved equivalent. DFT- 60 microns. The topcoat shall be applied by

conventional/airless spray only in shop. Brush shall be used only in inaccessible areas.

Anticorrosive coating - - - -

Surface treatment-Abrasive blast cleaning to SA-2.5 (ISO 8510-1:1988) or SSPC SP 10 near to white metal blasting.

Primer coat-Two Component fast drying, low VOC epoxy zinc phosphate primer cum MIO, having volume Solids of

74 ±2%. DFT 80 microns in single coat. The primer shall have minimum recoat interval of not more than 2 hrs at 20

Deg C. The primer shall have a DFT range of 70 to 125 microns in one coat like Hempadur Fast Dry 17410 or

approved equivalents. The primer shall be applied by conventional/airless spray only in shop. Brush shall be used

only in inaccessible areas.

Intermediate coat -Two Component fast drying, low VOC epoxy zinc phosphate primer cum MIO, having volume

Solids of 74 ±2%. DFT 100 microns in single coat. The primer shall have minimum recoat interval of not more than 2

hrs at 20 Deg C. The primer shall have a DFT range of 70 to 125 microns in one coat like Hempadur Fast Dry 17410

or approved equivalents. The primer shall be applied by conventional/airless spray only in shop. Brush shall be used

231 MR only in inaccessible areas. Sqm 232 987.00 - 2,28,984.00

Finish coat-Two components polyurethane topcoat with minimum volume solids of 67 ±2% confirming LEED V4 for

VOC emission. The product should have zinc phosphate to enhance resistance to weather and chemicals. The

product has good gloss and colour retention. The topcoat shall have a DFT window of 50 microns to 125 microns

achievable in one coat like Hempathane HS 55610 or approved equivalent.

DFT- 60 microns. The topcoat shall be applied by conventional/airless spray only in shop. Brush shall be used only in

inaccessible areas.

Providing and fixing decorative veneer finished ceiling panels of size 2400 mm × 300 mm (8' × 1') and 9 mm thick,

comprising approved quality plywood finished with natural wood veneer of approved species and shade, fixed over

the approved supporting framework with suitable screws and approved adhesive, including edge lipping, sanding,

232 MR melamine/PU polish, cutting, fitting, all necessary hardware, labour, and all incidental works, complete in all Sqm 369 7,595.00 - 28,02,555.00

respects as per the approved drawings, specifications, and the directions of the Engineer-in-Charge.

All Door Hardware - - - -

Signature of Contractor with Seal Page 45 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing Kilargo IS8090si Automatic Drop down Seal, Length 820 mm. Suitable Sealing Gap upto 15mm;

Fire tested to AS1530 Part 4 in accordance with AS1905 Part 1. UL Listed, Durability over 1,000,000 cycles.

233 MR Application : Timber, Aluminium, Steel Doors. Material : Body - Silver/ black anodised Aluminium, Gasket - Black, PCE 4 9,707.75 - 38,831.00

End Caps - Stainless Steel (Can be cut upto 610mm)

Providing & Fixing - Person with Disability (PWD) Braille Access Kit Specification Text with ED 100 Automatic Swing

The Braille Person with Disability (PWD) Access Kit Restroom Entrance Door Solution should integrate the ED 100

Automatic Swing Door Operator, compliant with DIN 18650-1 and EN 16005 standards for pedestrian doors, and

equipped with Infrared Safety Sensors mounted on both sides of the door leaf in accordance with DIN 18650-

1:2005-12, Protective Device 5.7.4, for optimal safety. The door should include an electromagnetic lock for

enhanced privacy and operate via IP67-rated push buttons mounted on durable polycarbonate plates installed on

both the inside and outside for access. These plates should be resistant to vandalism, UV exposure, chemicals, and

234 MR graffiti, ensuring long-term reliability, and should feature braille and tactile signage for visually impaired users, Set 15 4,20,118.49 - 63,01,777.00

suitable for surface or wall mounting. The system should also include light indicators both inside and outside the

restroom to indicate access, an external EPC key switch for override functionality, and voice assistance for ease of

use by persons with disabilities. In compliance with NBC Volume 1-2016, Part 3 – Annex B, and the CPWD

Handbook on Barrier-Free and Accessibility, Chapter 8, the door should incorporate an emergency pull cord linked

to an alarm for external access during emergencies, with two red bangles, 80 mm in diameter, for ease of grip.

Furthermore, the system should support BMS (Building Management System) interface capability for seamless

integration into facility operations and include a staff override function to ensure safe and efficient emergency

235 MR Providing & Fixing Recessed Oval Flush Pull Handle 1207, SSS PCE 208 535.34 - 1,11,352.00

Providing & Fixing 3016, 6 pin Euro profile knob cylinder with internal thumb turn and external coin operation

standard length 60mm in satin nickle plated finish. NMK.Durability: 100,000 Cycles

237 MR Providing & Fixing -30160 3D Concealed Hinge 120kg SS 304, Finish SSS PCE 88 9,173.64 - 8,07,280.00

Providing & Fixing Male & Female sign plate 3020-M & 3030-F, for WC application with fixing screws size 125 x

238 MR 125mm, rounded corners in SS 304 satin stainless-steel finish. Marking in black. Both sign plate to be used, PCE 35 2,138.91 - 74,862.00

wherever necessary.

Providing & Fixing Male / Female sign plate 3020-M /3030-F , for WC application with fixing screws size 125 x

239 MR 125mm, rounded corners in SS 304 satin stainless steel finish. Marking in black. Appropriate sign plate to be used, PCE 65 2,138.91 - 1,39,029.00

wherever necessary.

Providing & Fixing Disable sign plate 3040-D for WC application with fixing screws size 125 x 125mm, rounded

corners in SS 304 satin stainless steel finish. Marking in black

Providing & Fixing 3043F NRP, 5 Knuckle, 2 Ball bearing butt hinges size 4" x 3" x 3mm with Non-Removable Pin,

Material: SS 304, Finish: Satin Stainless Steel (SSS). Suitable for Metal door weight up to 120kgs, Grade 13,

241 MR Template Drilled. Approved to EN 1935, Fire-rated, Square Corners, Durability - 200,000 Cycles, Corrosion PCE 2,250 1,090.43 - 24,53,457.00

Resistance - Very High

Providing & Fixing 3043F NRP, 5 Knuckle, 2 Ball bearing butt hinges size 4" x 3" x 3mm with Non-Removable Pin,

Material: SS 304, Finish: Satin Stainless Steel (SSS). Suitable for Wooden door weight up to 120kgs, Grade 13,

242 MR Template Drilled. Approved to EN 1935, Fire-rated, Square Corners, Durability - 200,000 Cycles, Corrosion PCE 1,050 1,491.32 - 15,65,883.00

Resistance - Very High

Providing & Fixing lever action flush bolt with 19mm projecting bolt L=300mm for wood door in satin chrome

Signature of Contractor with Seal Page 46 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing lever action flush bolt with 19mm projecting bolt L=300mm for Metal door in satin chrome

Providing & Fixing dust excluding socket 3124 with 16mm dia hole, fully morticed on the floor. satin chrome

Providing & Fixing Mortice sash lock 371a with 55mm backset, 20mm square forend with 72 mm centers and

prepared for euro profile cylinder including strike plate in satin stainless steel as per EN 12209, Durability - 200,000

Cycles, Load on Latch Bolt - 120N , Door mass - 200 kg, Corrosive resistance - Very High ( - 20 C to +80 C)

Providing & Fixing Mortice WC lock 375a with 55mm backset, 20mm square forend with 78 mm centers and

prepared for 8mm bathroom follower including strike plate in satin stainless steel as per EN 12209, Durability -

200,000 Cycles, Load on Latch Bolt - 120N , Door mass - 200 kg, Corrosive resistance - Very High ( - 20 C to +80 C)

Providing & Fixing Mortice dead lock 378a with 55mm backset, 20mm square forend, prepared for euro profile

cylinder including strike plate in satin stainless steel as per EN 12209, Durability - 200,000 Cycles, Load on Latch

248 MR Bolt - 120N , Door mass - 200 kg, Corrosive resistance - Very High ( - 20 C to +80 C) PCE 197 3,427.93 - 6,75,303.00

Providing & Fixing Mortice dead lock 388a with 55mm backset, 20mm square forend and prepared for euro profile

cylinder including strike plate in satin stainless steel as per EN 12209, CE marked, Durability - 200,000 Cycles, Load

249 MR on Latch Bolt - 120N , Door mass - 200 kg, Corrosive resistance - Very High ( - 20 C to +80 C) PCE 67 3,626.53 - 2,42,977.00

Providing & Fixing 4014 Wall mounted door stop with coat hook SS 304.Finish - Satin Stainless Steel

Providing & Fixing Mortice shaft dead bolt with key with BS 57mm and 25mm Sq forend with escutheions in SSS.

Providing & Fixing Narrow stile bolt lock with 25mm backset, 24mm sq. forend, prepared for euro profile cylinder

including strike plate in satin stainless steel. As per DIN 18521-2 class 3

Providing & Fixing 9401 floor stop half dome with 45mm dia with fixing accessories, SS 304 in SS Finish

254 MR Providing & Fixing 9402 wall mounted door stop with cover and fixing accessories PCE 159 605.65 - 96,299.00

Providing & Fixing Narrow stile mortice sash lock 952 with 25mm backset, 24mm sq. forend, 92mm centre,

prepared for euro profile cylinder including strike plate in satin stainless steel. As per DIN 18520-21 class 3

Providing & Fixing CR 6612 escutcheons prepared for euro profile cylinder suitable for dead lock in satin stainless

Providing & Fixing Offset Pull Handle TGDI D type 350 x 25 mm back to back with adjustable fixing for glass,wood

and metal doors in satin stainless steel.The pull handles should have supporting washer with raised bevelling on the

257 MR outer surface. CTC - 350mm,25mm dia, Material - SS 304 Pair 83 5,022.86 - 4,16,898.00

Providing & Fixing DEC 6 Plus 43, 6 pin Euro profile cylinder with inline brass keys. Master keyed system included as

per client requirement. Key operation. Length: 43mm

Signature of Contractor with Seal Page 47 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing DEC 6 Plus 60, 6 pin Euro profile cylinder with inline brass keys. Master keyed system included as

259 MR per client requirement. External & Internal key operation. Length: 60mm PCE 199 2,236.36 - 4,45,035.00

Providing & Fixing DEC 6 Plus 70, 6 pin Euro profile cylinder with inline brass keys. Master keyed system included as

per client requirement. External & Internal key operation. Length: 70mm

Providing & Fixing DEC 6 Plus 70T, 6 pin Euro profile cylinder with inline brass keys. Master keyed system included

261 MR as per client requirement. PCE 1 2,716.20 - 2,716.00

External key & Internal thumb turn operation. Length: 70mm

Providing & Fixing -DS 120 Maximum door weight 120 kgs Length = 180 mm

262 MR Thickness = 27 mm / 24 mm Depth = 30 mm. Minimum 40 mm. PCE 88 22,099.62 - 19,44,766.00

Providing & Fixing "Single electromagnetic lock, up to 600 lbf holding force, surface-mounted, with lock status

indication (signal and LED), built-in voltage spike suppressor, anodized aluminum housing

Application: Single leaf swing doors

Installation: Surface mounted

Holding force: Up to 600 lbf

Lock status signal: Yes

Lock status LED: Yes, bicolor oblong LED (green / red)

Door status signal: Yes

Power supply: 12 / 24 V DC, selectable

Current: 480 mA (12 V DC) / 240 mA (24 V DC)

Operation principle: Fail-safe

Operating temperature: -10 to 55°C | 14 to 131°F

Maglock body250 x 48 x 27 mm

Armature plate190 x 38 x 11 mm

Certification: CE, RoHS

Performance test TÜV: Yes (holding force, durability 350.000 cycles)

Fire resistance test: Yes (60min)

Corrosion resistance test: Yes (48h)"

264 MR Providing & Fixing EMG 600 AB- armature base as alternative to AH / AHC PCE 6 714.20 - 4,285.00

Providing & Fixing SHEET STEEL HINGE 127x78x3 mm thk. SS 304, satin finish. Max Wt - 60kgs.

266 MR Providing & Fixing FT Narrow Profile Escutcheons in SSS finish Pair 71 416.93 - 29,602.00

Providing & Fixing Slide channel assembly G 96 GSR door coordinator including cushioned limit stay and forged

steel arm, Standard type Inactive leaf width > 700 mm, Finish: Silver

Providing & Fixing Carry bar for double doors for the ITS 96 system, zinc plated MK 397. As per EN 1158, CE marked

269 MR Providing & Fixing GBDI D-600 Grab Bar of Length 610mm, 25mm Diameter in Satin stainless Steel Finish. PCE 18 6,017.08 - 1,08,307.00

Providing & Fixing Kilargo IS1212FW Self Adhesive smoke seal fixed on the Frame, Long Double Doorset -Width- 1 x

2000mm, Height- 2 x 2700mm, Fire tested, UL Listed, Durability over 1,000,000 cycles. Application: Timber,

270 MR Aluminium, Steel Doors. Material: semi-rigid flame retardant PVCRigid PVC Base, Flexible elastomeric fins. Set 191 4,564.00 - 8,71,724.00

Signature of Contractor with Seal Page 48 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing Kilargo IS1212FW Self Adhesive smoke seal fixed on the Frame, Single Doorset -Width- 1 x

1000mm, Height- 2 x 2100mm,Fire tested, UL Listed, Durability over 1,000,000 cycles. Application : Timber ,

271 MR Aluminium, Steel Doors. Material: semi-rigid flame retardant PVCRigid PVC Base, Flexible elastomeric fins. Set 64 2,992.50 - 1,91,520.00

Providing & Fixing Kilargo IS8010si Concealed Automatic Drop down Seal , Length=920 mm. Suitable Sealing Gap

upto 15mm; Fire tested to AS1530 Part 4 in accordance with AS1905 Part 1. UL Listed, Durability 1,000,000 cycles.

272 MR Application : Timber , Aluminium, Steel Doors. Material : Body - Silver anodised Aluminium, Gasket - Black Silicone, PCE 126 5,746.94 - 7,24,114.00

End Caps - Stainless Steel (Can be cut upto 820mm)

Providing & Fixing Kilargo IS8010si Concealed Automatic Drop down Seal , Length=1070 mm. Suitable Sealing Gap

upto 15mm; Fire tested to AS1530 Part 4 in accordance with AS1905 Part 1. UL Listed, Durability 1,000,000 cycles.

273 MR Application : Timber , Aluminium, Steel Doors. Material : Body - Silver anodised Aluminium, Gasket - Black Silicone, PCE 314 6,033.11 - 18,94,397.00

End Caps - Stainless Steel (Can be cut upto 920mm)

Providing & Fixing Kilargo IS8010si Concealed Automatic Drop down Seal , Length=820 mm. Suitable Sealing Gap

upto 15mm; Fire tested to AS1530 Part 4 in accordance with AS1905 Part 1. UL Listed, Durability 1,000,000 cycles.

274 MR Application : Timber , Aluminium, Steel Doors. Material : Body - Silver anodised Aluminium, Gasket - Black Silicone, PCE 2 5,407.72 - 10,815.00

End Caps - Stainless Steel (Can be cut upto 600mm)

Providing & Fixing ITS 96 cam action door closer designed for barrier free access designed cam action door closer

complying to BS 8300 & ADM opening force of below 30N between 0º and 30º degrees and below 22.5N between

30º and 60º degrees. Complies to CEN 15894 Guidelines of 40% reduced opening force & minimum 65% door

275 MR closer efficiency. Door closer with slide channel arm, for concealed fixing adjustable closing speed in two PCE 180 22,604.13 - 40,68,743.00

independent ranges. closing force infinitely Variable between size EN 2 and EN 4. Non-handed. Approved to EN

1154 and CERTIFIRE, CE Marked, EPD. Weight upto 130 Kgs. Durability - 500,000 Cycles, Corrosive Resistance - Very

High. Finish: Silver

Providing & Fixing Micro switch for PHA 2000 series of panic harwdare for actuation of visual and audiable signal,

276 MR contact rating: 48V DC max.3A PCE 6 3,122.02 - 18,732.00

Providing & Fixing Parallel arm bracket for push side installation. suitable for TS 83/ TS 73V/TS 72/TS 71/ TS 68/TS

Compakt. Silver

Providing & Fixing 1 point panic device in Contur design on active leaf and 2 point modular on inactive leaf, carry

bar for rebated double door. For fire and smoke check doors, with steel latch, security anti thrust latch for door

widths upto 1300mm, height upto 3400mm consisting of 2 x 2102F, 2 x 2105, PHX 05 and PHX 03 in silver finish. As

278 MR per EN 1125, CE marked, Durability - 200,000 Cycles, Door mass - 200 kg, Corrosive resistance - Very High PCE 63 60,312.62 - 37,99,695.00

Providing & Fixing PHCR 1200, 1& 2 Point Locking Panic Bolt Set for Double Leaf Rebated Door consisting of 1 Point

locking Panic Latch set for Active Leaf & 2 Point Locking Panic Bolt set on Inactive Leaf. Suitable for door width upto

279 MR 1300mm, height upto 2400mm.complete set with screws & fixing accessories. Silver Finish.As per EN 1125, PCE 126 26,949.79 - 33,95,674.00

Durability - 200,000 Cycles, Door mass - 200 kg

Providing & Fixing PHCRT 2905 External Trim Lever prepared for Europrofile cylinder. Finish : Silver. Complete set

including Spindle, screws & all fixing accessories.

Providing & Fixing External fitting with Premium lever handle, for standard doors with a leaf thickness up to 60 mm,

Signature of Contractor with Seal Page 49 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing External trim for PHA, PHB Panic Hardware for fire and smoke check doors. For max. 60mm thick

282 MR door prepared for euro profile cylinder. PCE 9 9,336.46 - 84,028.00

Providing & Fixing Pure Lever handle 8100 lever with round roses, escutcheons prepared for Euro profile cylinder

and spindle 114 in satin stainless steel. Complete set including the fixing accessories for 50mm thick door.

283 MR Material:SS 304.Approved to EN 1906, Fire Rated - 60 min, Durability - 200,000 Cycles, Corrosion Resistance - Very Set 39 3,582.12 - 1,39,703.00

Providing & Fixing Pure Lever handle 8100 lever with Narrow stile roses and escutcheons prepared for Euro profile

cylinder and spindle 114 in satin stainless steel. Complete set including the fixing accessories for 50 mm thick door.

284 MR Approved to EN 1906, Durability - 200,000 Cycles Set 98 3,277.44 - 3,21,190.00

Providing & Fixing Pure Lever handle 8100 lever with round roses, 7122 WC Indicator and spindle 114 in satin

stainless steel. Complete set with fixing accessories for 50mm thick door. Approved to EN 1906, Durability - 200,000

Cycles, Corrosion Resistance - Very High

286 MR Providing & Fixing Gravity Type Co-ordinator PCE 179 12,273.45 - 21,96,948.00

Providing & Fixing pull Handle TGDI-D 300 back to back with adjustable fixing for glass, wood and metal doors in

287 MR satin stainless steel. The pull handles should have supporting washer with raised bevelling on the outer surface.CTC - Pair 308 2,332.57 - 7,18,433.00

300mm, 22mm dia, Material - SS304

Providing & Fixing rack and pinion door closer TS 70 EN 3-4 with Slide channel, two independent closing and

288 MR latching speed adjustable by Valve. All adjustment screws face fixed with slide plate. Silver Finish. As per EN 1154 PCE 57 9,668.27 - 5,51,092.00

Providing & Fixing rack and pinion door closer TS 72 with adjustable closing force, size EN 2-4,Standard Arm closing

289 MR speed adjustable in two independent ranges, with adjustable latching action. Non-handed. Approved to EN 1154 PCE 490 11,143.56 - 54,60,343.00

,CERTIFIRE and CE Marked. Durability - 500,000 Cycles, Corrosive resistance - Moderate,Finish:Silver

Providing & Fixing Rack and pinion door closer TS 83 EN size 7, with backcheck and standard arm with two

independent closing valves and latching speed adjustable by arm. All adjustment screws face fixed with slide

290 MR plate.As per EN 1154 and CE marked. Durability - 500,000 Cycles, Corrosive resistance - Very High,Finish:Silver PCE 1 26,885.65 - 26,886.00

Providing & Fixing TS 92 B barrier free access designed cam action door closer complying to BS 8300 & ADM

opening force of below 30N between 0º and 30º degrees and below 22.5N between 30º and 60º degrees. Complies

to CEN 15894 Guidelines of 40% reduced opening force & minimum 65% door closer efficiency. Door closer with G-

N slide channel arm for pull side fixing, adjustable closing speed in two independent ranges. closing force infinitely

variable between size EN 1 and EN 4. Non-handed.

Approved to EN 1154 and CERTIFIRE, CE Marked. Durability - 500,000 Cycles, Corrosive Resistance - High. Finish:

Providing & Fixing rack and pinion door closer TS Compakt Size 2/3/4, with std. arm and with two independent

closing valves and latching speed adjustable by arm. Non-handed. UL Listed. Durability - 500,000 Cycles, Fire Rated -

292 MR 2 Hours, Corrosive resistance - Moderate,Finish:Silver PCE 124 4,327.16 - 5,36,568.00

SPC click flooring - - - -

Signature of Contractor with Seal Page 50 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Supply & fixing of luxury SPC click flooring ,wood grain with plank size of 225 mm X 1220 mm/1220 mm X150 mm

,overall thickness of 5 mm with wear layer of 0.3/05 mm, lock type vailing 2g or 5 Gi locking system, resistant-GB

17657, flame retardance-Bf1-s1, slip resistant level- ≥R9, peel strength –average value ≥75N/50mm,dimension

293 MR stability after heating-≥6, castor wear –T ,scratch resistant rating 1-1,Click tension force long side;-122.5 & short Sqm 916 3,701.00 - 33,90,116.00

side : 187.9Wear layer sensity2100,peeling strength105.1 N/50mm , does not favor in growth fungi & bacteria, duly

installed on smooth and hard surface without adhesive/chemical as per instruction of engineer in charge.

Providing and fixing dB Wood Perforated panels of width 190mm, thickness of 12mm and length of1180mm ,

made of a medium density fibre board substrate with laminated/Melamine facing as per the approved shade /

species and finish and a melamine balancing layer over the reverse side. .The board shall have a special perforated

pattern of 6 mm diameter of hole thru out the area with a toung and groove to fix on the wall without screw.

Installed with rockwoll of 50mm thick a perimeter of 0.5mm thick have a unequal flange of 26 mm and 18 mm to be

fixed on floor and soffit with the help of water level marking, than a GI section of (Hat channel) shall be placed at

c/c 600 to make a grid. than specially extruded aluminum sections of 18 mm x25 mm shall be fixed to hat channel

perpendicular using Metal screws spacing at 600mm c/c. Place the dB Wood clip to install the first set of wooden

panels by inserting the clips for border and insert the panel into projecting flange of clip. Continue installing rows of

294 MR panels by inserting the tongue into the groove of earlier inserted panel and progressively installing clips for inside Sqm 645 8,360.00 - 53,92,200.00

into the next keel till the actual height is achieved. Use clips for the border to finish off the installation. Edges

should be finished using wooden moulding of matching colour. A slab of rockwool 48 kg density and 50mm thick

shall be placed under the groowood olmac panel.The system shall give NRC of 0.77 with as per ASTM C 423, The

color and design shall be approved by architech & Engineer In-charge.

Providing & Fixing Wooden Finished Suspended Ceiling System with Woodworks Microlook edge tiles and 15mm

Suprafine 43 exposed grid. The 18mm thick Tile in RG6011 (RG6) perforation shall be made of Medium Density

Fibre of density 700+ Kgs/m3 having perforation of hole diameter 6mm and open area 11% with a linear pitch of

16mm with a border of 25mm.The tile shall have melamine laminate finish of approved shade (Portland Maple, Sea

Beech, Siam Wood & Mystique Walnut) on visible side and backing laminate (same shade) on the reverse with

0.8mm matching PVC edge banding in module size of 600mm x 600mm. The edges of the tile shall be Square

Tegular/Microlook 90˚ having 8mm drop using 3mm thick compact board spline. Back side of the tile shall have

Soundtex fleece hot pressed to achieve NRC of 0.55 (Average value of Absorption Co-efficient readings taken at 250

Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 and Humidity Resistance (RH) of 70%, with sag limited to

1/300mm. The tile shall have a Fire Performance of class 1 according to BS 476 part 7.

SUSPENSION: The tile shall be laid on Suprafine 43 with 15 mm wide T - section flanges having double stroke rotary

stitching on all T - sections i.e., the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 43mm (all

sections). The deflection loading of the system shall be 15.6 kg/m2 (as per standard installation layout mentioned

below) and main beam tested as per ASTM C635 (Deflection limit less than L/360 within suspension points) with

deflection loading of 18.6kg/m. The end details of the main beam and cross tee shall be made of pre hardened steel

clip fixed to the ends. The cross tee to provide double locking between “cross tee to cross tee” and “cross tee to

main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of

more than 100kg. The T - Sections shall be made of hot dipped galvanized steel of 100 gsm as per IS 277 (2003) and

pre-painted steel with baked polyester paint with 0T bending capability.

Signature of Contractor with Seal Page 51 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing, fabricating, supplying and installing PVD-coated Stainless Steel Accent Panels comprising SS 304 stainless

steel sheets (SS 316 where specified for external/high-corrosion locations), minimum 1.0 mm thick, factory

fabricated to approved sizes, profiles and edge details, complete with folding, bending, edge returns, mitred

corners, reinforcement stiffeners, welding, grinding and polishing as required. Panels shall be finished with factory-

applied Physical Vapour Deposition (PVD) coating in approved colour (Gold, Rose Gold, Champagne Gold, Black

Titanium, Bronze, Copper, Antique Brass or other approved colour) and approved surface finish (Mirror, Hairline,

Satin, Bead Blasted or Matte), complete with protective film. The work shall include stainless

steel/aluminium/galvanized steel supporting framework, adjustable brackets, concealed fixing system, stainless

steel anchor bolts, expansion fasteners, sub-frame, all fixing accessories, fabrication, transportation, lifting,

installation, alignment, provision of expansion joints where required, protection of finished surfaces, testing,

cleaning and making good, all complete in accordance with approved shop drawings, architectural details and the

directions of the Engineer-in-Charge. The completed work shall be true to line, level and plumb, with uniform joints,

seamless appearance where specified, and free from scratches, dents, stains, weld marks or other defects. Rate

shall include all materials, labour, tools, equipment, scaffolding, wastage, cutting, polishing, consumables and

incidentals necessary to complete the work.

Linear Plank Ceiling - - - -

Providing and fixing of Horizontal level suspended metal ceilings comprising of Metal Linear Plank system with

Rectangular planks made of Aluminium (Grade AA 3003/3105, H14 temper) in coated thickness of 0.7mm ±

0.03mm as per IS:2676 (1981), post coated to RAL Shade colour, suitable for architectural finishes and Interior

applications, with double grid concealed system and butt joint panels. The plank width shall be 200mm, length Shall

be 3000mm and the thickness shall be 0.7mm. There will be a spacing of 200mm at every 2000mm distance at

longer side of tile edge by using a bulkhead of 200mm to create upward U shape design pattern by using the

transition profile or required special accessories. The plank shall have Micro perforated finish having hole dia of

1.8mm with 20% open area with square edge, hook-on edges with suitable upturns. The plank shall be

electrostatically powder coated using RoHS compliant pure polyester powder to achieve coating thickness ranging

from 60-80 microns. The powder coating shall pass Salt Spray Test for 750 Hours as per ASTM B117, QUV –A Test

297 MR for 1000hours as per ASTM G-154 – (Cycle – 1) and Humidity test for 1000hours as per DIN 50017. The powder Sqm 150 9,375.00 - 14,06,250.00

coating shall have an adhesion of GT0 as per EN ISO 2409. The shade variation across batches shall be delta E<1

using Excite/BYK Gardner instrument and gloss level of 25±5% at 60˚ as per ASTM D523. The grids shall comprise

standard carrier grid of 120gsm galvanised steel (GI) slotted profile of 3000mm L x 42mm H x 44mm W x 0.7mm T.

Accessories shall include Carrier splice (GI), Carrier hanger (GI), Panel splice (SS), wall anchor (GI), extruded Alu wall

angle (1.2mm T) in Global White color, and pressure spring.

Vertical Blind - - - -

Signature of Contractor with Seal Page 52 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Supplying & Fixing of Vertiglide Architella honeycomb Blinds with design option of Vertiglide having Sheer/Opaque

fabric on the side gives natural daylight to come inside /maintain privacy with headrail fabric consisting of

¾“Honeycomb within a Honeycomb” with 3 air pockets for maximum energy efficiency. Duette fabric with high tear

strength constructed out of Anti-static, resilient, colour fast & Sanitized Treated 100% spun bonded non-woven

polyester Fiber & precision manufacture to form a hexagonally shaped Vertiglide pleat with cellular construction.

Headrail and vertical side rail constructed of aluminium alloy 6063-T6 internally and externally fit with colour

coordinated components required for specified performance and designed for smooth, quiet, trouble free

operation. The head rail shall measure 94.5mm*79.5mm*2mm thick constructed of aluminium alloy 6063 T6 PER

ASTM B221-85. Internally fit with components required for specified performance designed for smooth, quiet,

trouble-free operation. Finish to be standard Powder coated white finish with a thickness of 60-80 microns. The

vertical side rail measuring 60mm*56mm*2mm thick constructed of aluminium alloy 6063-T6 PER ASTM B221-85

with standard powder coated white finish with a thickness of 60-80 microns. Fabric shall be constructed from spun-

bonded polyester fibre, precision manufactured to form a hexagonally shaped, dual pleat, cellular construction. All

298 MR cords & cord holes shall be fully concealed inside the fabric structure. As each of the hexagonal cells is formed sqm 270 17,749.00 - 47,92,230.00

individually, pleats operate independent of each other providing superior pleat retention & structure strength.

Fabrics meet all requirements of NFPA 701 small scale flammability testing for commercial installation applications.

Installation brackets shall be of high tension spring steel suitable for overhead & wall mounting & for use in

conjunction with extension bracket. Polyester Cord shall be 0.9mm in diameter & of woven hollow core

construction. End cap shall be moulded acrylic colour matched to the head & bottom rails. Cord equaliser shall be

injection moulded from impact modified acrylic with a high flexural modulus etc. All complete as per directions of

Engineer-in-charge.

Roller Blinds - - - -

Providing and fixing Roller Blinds as per the approved sample comprising of Blackout fabric made up of 100%

Polyester with Acrylic form backing (PVC free) of thickness 0.65mm ±5% and weighing 350 gsm with openness

factor of 0% .The fabric is lead adn PVC free having OEKO_TEX standard 100 certification.The Roller blind system

consists of 38mm OD extruded out of Aluminium alloy 6063 T6 with silver anodized to provide an everlasting finish

and luster, the rotary unit shall be 36mm in OD incorporating a clutch mechanism composed of low – flexing

braided polyster cord with nylon core, Control Ball chain shall be composed of braided nylon cord (2mm dia) with

high engineering grade plastic beads of 4.5mm diameter mounted co-axially on the cord with a pitch of 6.2mm (C-T-

C) Bottom rail should be powder coated Aluminium flat bottom rail of 290 gm to finish it from the ends it should

have rail end caps. The clutch will be at the tube. The return end cap bracket shall incorporate snap spring design

to facilitate easy installation and removal for maintenance activities. The bracket shall be finished with a flush

mounting cover on each side providing an aesthetic finish. It should handle up to 5 Kgs of material. The clutch

should mount flush to the face of the bracket which minimize the light gap between the shade and the window

frame. All complete as per directions of Engineer-in-charge.

Providing, supplying, installing, testing and commissioning of Godrej Make BIS Certified Strong Room Door, Class

'B', complete with Class 'B' Air Ventilator, 12" Exhaust Fan with protective cage, frame, anchor fasteners, all

300 MR necessary accessories, fixing in position, alignment, grouting, testing and commissioning, complete as per BIS Each 1 5,75,639.00 - 5,75,639.00

standards (IS 11188 for Strong Room Door and IS 14387 for Air Ventilator) and as directed by the Engineer-in-

TOTAL OF INTERIOR FINISHING COST 29,84,28,829.00 29,05,72,316.00

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or

301 2.6.1 drains (exceeding 1.5 m in width or 10 sqm on plan), including disposal of excavated earth, lead upto 50m and lift - - -

upto 1.5 m, disposed earth to be levelled and neatly dressed.

Signature of Contractor with Seal Page 53 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

,2.6.1 All kinds of soil at Site Cum 893 202.79 1,81,094.00 -

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and

disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

303 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift Cum 315 223.93 70,538.00 -

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth

304 16.1 to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the Sqm 1,275 250.09 3,18,868.00 -

undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the

maximum dry density (proctor density).

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in

306 16.78 uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power - - - -

roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Cum 255 3,180.71 8,11,081.00 -

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix

macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in

307 16.79 uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting Cum 10 3,329.58 33,296.00 -

with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and

directions of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal

4.1.3 size derived from natural sources) cum 201 9,001.16 18,09,233.00 -

Providing and laying Cement Concrete pavement of mix M-25 with ready mixed concrete from batching plant. The

ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-

charge. (The panel shuttering work shall be paid for separately).

(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is

payable/ recoverable separately).

Extra for using of M-25 grade concrete instead of M-30 grade concrete in C.C. pavement. Cum 201 58.91 11,840.00 -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 5,098 123.22 6,28,167.00 -

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints

dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded

joint fillers shall be made of bitumenhot sealing compound impregnated fibre board having impregnation more

than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

PAINTING ROAD/RUNWAY MARKING - - - -

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking

312 16.47 paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease - - - -

and other foreign material etc. and lining out complete.

16.47.1 New work (Two or more coats) . Sqm 64 215.02 13,761.00 -

Signature of Contractor with Seal Page 54 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and

313 2.28 disposal of rubbish, lead up to 50 m and lift up to 1.5 m. - - -

2.28.1 All kinds of soil sqm 165 39.02 6,438.00 -

compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the

314 16.2 maximum dry density (proctor density). sqm 165 28.08 4,634.00 -

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power

315 16.78 roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. - - - -

16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum 13 3,180.71 41,349.00 -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal

4.1.3 size derived from natural sources) cum 17 9,001.16 1,53,020.00 -

CEMENT CONCRETE INTERLOCKING PAVER - - - -

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive

ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using

PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper

embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using

317 16.91 plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and - - - -

sweeping extra sand. complete all as per direction of Engineer-in-Charge.

16.91.1 100mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. sqm 83 1,247.04 1,03,504.00 -

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed

of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including

318 11.45 spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in- sqm 50 1,951.40 97,570.00 -

Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as

curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over

20 mm (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with cement slurry

319 11.55 and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and Sqm 33 3,640.79 1,20,146.00 -

polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on

320 2.1 plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- - - - -

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete

(manure measured in stacks will be reduced by 8% for payment) :

2.4.1 Screened through sieve of I.S. designation 20 mm cum 90 447.12 40,240.00 -

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge

(cost of sludge, dump manure and/ or good earth to be paid separately).

323 2.9 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge cum 18 63.64 1,145.00 -

Signature of Contractor with Seal Page 55 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till

324 2.10 the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the - - - -

grass and good earth shall be paid for separately).

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a

further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the

ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or

manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine

325 2.13 dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by cum 108 388.28 41,934.00 -

spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra

earth to be paid for separately)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of

326 2.25(a) 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, Cum 942 800.32 7,53,900.00 -

sides of foundation etc. complete for all lift.

Providing and stacking of Polyalthia longifolia (Ashok) height 180-195 cm. in gunny bag size 30 cm as per direction

of the officer-in-charge.

Providing, stacking and Displaying Plumeria Pixi well developed fresh & healthy foliage 60 cm to 75 cm ht. bushy

plant in 35 cm Cement Pot/ Plastic Pot and as per direction of the officer-in-charge.

Providing and stacking of Bauhinia blakeana (Kachnar) height 120-150cm. in poly bag size 25 cm as per direction of

the officer-in-charge.

Providing and stacking of Bottle palm ht. 150-180 cm bottom girth 20- 25 cm well developed in poly bag size 25 cm

330 7.10 as per direction of the officer-in-charge. Each 3 222.79 668.00 -

Providing, stacking and Displaying Areca Palm (dwarf) having ht. 90 cm to 105 cm with 45 to 50 suckers well

331 3.101 developed fresh and healthy with lush green foliage in 30 cm Earthen /Plastic pot and as per direction of the officer- Each 3 585.02 1,755.00 -

Providing, stacking and Displaying Ixora dwarf different colour having 10 cm to 15 cm ht., well developed with fresh

332 5.55 & healthy foliage with bloom in 15 cm Earthen Pot/Plastic Pot and as per direction of the officer-incharge. Each 90 169.15 15,223.00 -

Providing and stacking of Hibiscus rosasinensis of height 60-75 cm. with 5-6 branches in p.bag of size 25 cm as per

direction of the officerin-charge.

Providing, stacking and Displaying Murraya Dwarf well developed fresh & healthy foliage 25 cm to 30 cm ht. bushy

334 5.64 plant in 25 cm Earthen Pot/ Plastic Pot and as per direction of the officer-in-charge. Each 90 317.16 28,544.00 -

Providing and stacking Duranta Golden, having ht. 15 cm to 20 cm bushy shape with fresh and healthy leaves in 15

cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.

Providing and stacking Chlorophytum (Green), full of leafy suckers in 20cm size of Earthen Pot /Plastic Pot and as

336 6.8 per direction of the officerin-charge. Each 180 24.74 4,452.00 -

Providing and stacking Asparagus Merrie, well developed 15 to 20 leaves, full of branches and foliage in 25 cm size

of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.

Signature of Contractor with Seal Page 56 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing and stacking Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of

Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.

Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen,

Variegated, Glabra Formosa, Peruvian Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgence) plant of

339 9.4 height 30 cm. to 45 cm. with 2-3 branches in 20cm size of Earthen pot / Plastic pot as per direction of the officer- Each 54 48.16 2,600.00 -

Providing and stacking of Allamanda cathartic of height 30 cm to 45 cm. in 20 cm size of Earthen pot / Plastic pot as

340 9.1 per direction of the officer-in-charge. Each 54 55.01 2,971.00 -

Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Earthen pot /

Plastic pot as per direction of the officer-in-charge.

Providing, stacking and Displaying Aglaonema Snow White hybrid plant (three in one), having ht. 30 cm & above

342 3.4 with 6 to 8 leaves, bright colour, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot Each 180 274.88 49,479.00 -

(Specimen Plant) and as per direction of the officer-in-charge.

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a

further depth of 30 cm,refilling the excavated earth after breaking clods and mixing with sludge or manure in the

ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or

manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine

343 2.13 dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by Cum 6 388.28 2,330.00 -

spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra

earth to be paid for separately).

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1

cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3nos horizontal & 4

344 2.29 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with - - - -

cement punning on exposed surface, curing for specified period and stacking in required rows & height, all

complete as per direction of Officer-in-charge.

Top inside dia 35 cm, outer bottom dia 25 cm, total height

35 cm with wall thickness of 25.4 mm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal

4.1.3 size derived from natural sources) cum 18 9,001.16 1,62,021.00 -

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including

making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished

346 16.69 kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). cum 22 11,559.32 2,54,305.00 -

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking

347 16.47 paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of scales, oil, grease and - - - -

other foreign material etc. and lining out complete.

16.47.1 New work (Two or more coats) Sqm 144 215.02 30,963.00 -

PODIUM WATERPROOFING - - -

Signature of Contractor with Seal Page 57 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & applying 2 components, solvent free, liquid applied elastomeric seamless hybrid Polyurea Polyurethane

Membrane, using high pressure plural component spray equipment to form a minimum system thickness of 1.5

mm in two alternative coats with a total consumption of 1.5-1.6 kg / m2. The membrane shall have 100% Solids,

VOC Free, Tensile strength > 15 Mpa as per ASTM D 412, Elongation > 450% as per ASTM D 412, Low temperature

Crack bridging ability of 3.2mm as per ASTM C 1305, Shore A Hardness > 85 ASTM D 2240, Puncture Resistance >

1000 N as per ASTM E 154, Water Head Resistance > 7 Bar as per ASTM D 5385.The coating should pass Dynamic

Crack Bridging as per EN 1062-7, Method B for 20,000 cycles at -20-degree temperature..The membrane shall

exhibit 25 years of service life tested and complied in accordance with EN 13251:2016 durability certification.Apply

348 MR primer coat of epoxy primer by roller/ airless spray guideline and coverage @ 5-6 m2/ltr depends on porosity of sqm 1,158 2127 - 24,63,066.00

concrete. Allow to cure for max 5-6 hours. Broadcast anti slip grains of 200-300 micron (dried sand) on wet primer

at coverage of 0.8-1 kg/m2 and allow to come to touch dry condition before application of Membrane.

Protection Board - - -

Providing and fixing Dimple protection board having dimple height of 6 to 8 mm, as a protection board, over the

349 MR waterproofing membrane for vertical surface stuck to the membrane by spot bonding method, using synthetic Sqm 1,158 438 - 5,07,204.00

adhesive with butt joints etc. complete.

Cobble Stone - - -

Providing and laying Cobble stone ( 150 x 150 x 22mm ) in External floor of approved brand & manufacturer, in all

colours and shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse sand) jointing with grey cement

slurry @3.3 kg/sqm including Tile spacer, grouting the joints with white cement and matching pigments etc. The

350 MR tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, Sqm 292 2656 - 7,75,552.00

plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

TOTAL OF EXTERNAL DEVELOPMENT COST 90,50,233.00 37,45,822.00

G+1 Hydraulic Two-Wheeler Parking System - - -

Signature of Contractor with Seal Page 58 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Supply, installation, testing and commissioning of G+1 (2-bike) single-pillar hydraulic two-wheeler parking system,

complete in all respects as specified and approved by the Engineer-in-Charge, including structural steelwork,

hydraulic lifting system, platform assembly, safety system, electrical controls, foundation fasteners, surface

preparation, protective coating, installation, testing and all necessary accessories. The system shall be designed to

accommodate 2 two-wheelers in G+1 configuration and shall comprise one main vertical column of 200 × 65 × 6

mm MS section, 16 mm thick MS base plate, platform main frame and cross members fabricated from 50 × 50 × 6

mm formed U-channel, laser-cut MS reinforcement plates, two MS formed wheel guide channels and two heavy-

duty MS wheel stoppers. The upper bike platform shall be MS fabricated with 3 mm MS chequered plate decking,

integrated anti-skid surface and MS fabricated side safety guides. The lifting mechanism shall comprise one single-

acting hydraulic cylinder, 2 HP / 3 HP hydraulic power pack, approximately 10 litres of Grade 68 anti-wear hydraulic

oil, high-pressure hydraulic hose set, lift/lower flow control valve, pressure relief valve for overload protection and

hydraulic lock/hose-burst safety valve. The system shall incorporate an automatic mechanical safety locking

arrangement, maintenance/service safety lock provision, industrial-grade upper and lower limit switches and

industrial emergency stop push button. The electrical control system shall include an IP65-rated control panel, key-

351 MR operated operator control switch, industrial-grade MCB and contactor, and complete flexible-conduit electrical Each 294 41,117.10 - 1,20,88,427.00

wiring. The system shall be securely anchored to the foundation using M16 Hilti/Fischer-approved anchor bolts,

Grade 8.8 high-tensile bolts and nuts, zinc-coated washers and all required fasteners and accessories. All structural

components shall undergo suitable surface preparation including sand blasting and thorough cleaning prior to

application of electrostatic powder coating, with a coating thickness of 70–80 microns and final colour Turkish Blue

(RAL 5018), or as approved by the Architect/Engineer. The complete system shall be hydraulically operated and

shall be suitable for operation on 230V single-phase / 415V three-phase power supply, as applicable to the

approved equipment. The system shall include mechanical safety locking, hydraulic hose-burst protection, overload

protection through pressure relief valve, anti-skid platform surface and all necessary safety interlocks and controls

to ensure safe operation. The Contractor shall provide all required shop drawings, technical literature, installation

instructions, foundation details, operating and maintenance manuals, testing certificates and commissioning

documentation prior to handover. The system shall be of compact single-pillar design, suitable for apartments,

villas, offices, commercial buildings and residential projects, and shall be designed for low-maintenance operation .

The scope shall include supply, transportation, unloading, assembly, erection, hydraulic and electrical connections,

foundation fixing, testing, commissioning, demonstration to the Employer/Engineer, and all labour, tools, tackles,

Four wheeler triple stack G+2 Stack Parking - - -

Design, engineering, manufacturing, supply, installation, testing and commissioning of a complete four-pillar G+2

hydraulic stack parking system for 3 cars (SUV + Sedan + Sedan), with a rated capacity of 2500 kg (2.5 MT) per

platform, comprising heavy-duty 230 × 65 × 6 mm MS guide columns of 8000 mm height, 12 mm MS base plates,

parking platforms of approximately 4200 × 2300 mm, 1.6 mm GI profile decking, heavy-duty wheel stoppers, anti-

skid surface and side protection angles. The system shall include heavy-duty hydraulic cylinders, 5 HP hydraulic

power pack, Grade 68 anti-wear hydraulic oil, high-pressure hoses, flow control valves, pressure relief valve,

hydraulic lock valves with hose-burst protection and manual emergency lowering provision. The lifting mechanism

shall incorporate Diamond LL1288 or equivalent heavy-duty leaf chains, chain guides, EN19 precision-machined

rollers, bearings and shafts for smooth and synchronized platform movement. Safety provisions shall include dual-

side mechanical safety locks, maintenance safety lock, emergency stop, upper and lower limit switches and over-

travel protection. The electrical system shall comprise an IP65 control panel, key-operated control, emergency stop

push button, phase-failure relay, MCB, contactor, complete wiring, cabling, conduits and earthing. Structural

352 MR components shall be properly fabricated, aligned, sand-blasted, treated with zinc-rich primer and finished with Each 24 3,76,906.75 - 90,45,762.00

electrostatic powder coating in Turkish Blue (RAL 5018), 70–80 microns. The scope shall include all foundation

anchors, Grade 8.8 fasteners, transportation, handling, installation, alignment, hydraulic and electrical connections,

load testing up to 2.5 MT per platform, safety testing, trial operation, commissioning, operator training, warranty

and all materials, labour, tools, tackles, accessories and incidental works necessary for complete and satisfactory

operation, in accordance with approved drawings, manufacturer's recommendations, applicable standards and

directions of the Engineer-in-Charge.

Four wheeler Double stack car parking system - - -

Signature of Contractor with Seal Page 59 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Design, engineering, manufacturing, supply, installation, testing and commissioning of a complete Hydraulic

Mechanical Stack Car Parking System for 2 cars, having maximum load capacity of 2500 kg (2.5 MT), comprising

heavy-duty structural steel framework with 300 × 75 × 40 mm, 6 mm thick vertical columns, centered 6 mm thick U-

profile guide rails, MS/GI parking platform of approximately 2400/2500 × 4300 mm, 1.5 mm GI sheet decking,

wheel stoppers and platform balancing arrangement. The system shall include a single-acting hydraulic cylinder

with 6 × 6 heavy-duty leaf chain drive, complete hydraulic power pack with 3 HP, 3-phase motor, Grade 68

hydraulic oil, high-pressure hoses, valves and accessories, suitable for 415 V, 3-phase power supply. Safety

353 MR provisions shall include mechanical safety locks, emergency stop, push-button and key-switch controls, hydraulic each 63 178174.1 - 1,12,24,968.00

safety arrangements, wheel stoppers and necessary electrical protection. The complete system shall be properly

fabricated, aligned, corrosion protected and finished with powder coating in Turkish Blue (RAL 5018), glossy finish.

The scope shall include all structural, mechanical, hydraulic and electrical components, wiring, cabling, conduits,

earthing, fasteners, transportation, installation, load testing up to 2.5 MT, trial operation, commissioning, operator

training, warranty and all accessories required for complete and satisfactory operation, in accordance with

approved drawings, manufacturer's recommendations, applicable IS Codes and directions of the Engineer-in-

TOTAL OF STACKING PARKING COST - 3,23,59,157.00

Providing & FixingThe overall size of the table shall be 3000L x 1850D x 630/740H. The main table top shall be Made

up of 50mm thick chamfered Profile. The tabletop shall be resting on one side of the small storage made up of 25 &

16mm thick Particle Board and other side on the side unit. The Main Table top shall have the sleek chamfer design

of 20mm straight and the rest will be tappered. The Modesty of the table shall be till ground. In this one steel strip

of 10mm wide shall be placed horizontally in front of the modesty which inhancing the looks of this executive table.

The table shall not have any sharp edges. The table shall have Flaper box access with size of 300 Length for easy

wire access. The table shall be made of prelaminated particle Board. Side unit shall comes with the configurations

of 2 shutter 2 drawer and rest is open for CPU. The side unit top shall be come up with 25mm thick same sleek

chamfer design with of 8mm straight and the rest will be tappered. the shutters and shelves shall be made up of

16mm of thick laminated panel. The shutters shall be comes with finger groove handle made up of alluminium

trims. Other sides small single shutter storage made up of same as side unit. The Overall size of the small storage

354 MR shall be 600WX850DX630H. All the Drawer and shutters shall be operated by finger groove with the help of NOS 1 1,40,381.53 - 1,40,382.00 TABLE FOR CMD ROOM

aluminium extrusion on the top of Drawer and shutter facia of size 35LX18D with 1.5mm of thickness. 70mm

skirting shall be provided at bottom made up of 16mm thick laminated particle board. The OEM shall have ISO

9001, ISO 14001,& IGBC Gold rated factory certifications. The OEM shall have minimum five furniture products

certified from :- BIFMA Level 2, UL Green Guard Gold, India Design Mark and AIOTA certifications as on the date of

tender submission.

Providing & FixingBack Unit: The overall size of the back unit shall be 2400L x 400D x 1200H. The Back unit top shall

be 25mm thick Particle Board with straight edge banding. And The Rest Body shall be made up of 16mm thick

laminated particle board including sides verticle and horozontal panel and shutter as well as. single shutter shall be

provided with two compartments. rest will be comes with open compartments. All the compartments made up of

different different sizes which looks good and we can use each and every compartmens for different purposes.

355 MR 70mm skirting shall be provided at bottom made up of 16mm thick laminated particle board.The OEM shall have 1 - 96,005.00

NOS 96,004.80 BACK STORAGE

ISO 9001, ISO 14001,& IGBC Gold rated factory certifications. The OEM shall have minimum five furniture products

certified from :- BIFMA Level 2, UL Green Guard Gold, India Design Mark and AIOTA certifications as on the date of

tender submission.

Signature of Contractor with Seal Page 60 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing The overall size of chair shall be, Overall height- 1300mm to 1380mm (+/- 5mm), seat depth

510mm(+/- 5mm) and seat width 450mm(+/- 5mm). The chair height shall be 500mm to 560mm(+/- 5mm). The

chair shall be upholster with pure leather. The chair shall have 2D headrest with height & angle adjustment. The

chair shall have height adjustable backrest with tension adjustable 6D flexible lumbar support. The chair shall have

Floating drift recline mechanism with glass fiber offers more smooth tilt & effective recline tension adjustment. The

chair shall have Single lever control for seat height, seat depth, back recline (segment locking) adjustments. The

chair shall have 5D armrest with arm angle, height, depth, width and tilt-up adjustments. The Chair should be

allowing 360 degree revolving movement along with height adjustablility & tilt tension.The Gas Lift used shall be

class 4 tested as per ANSI BIFMA standards. Aluminium die cast pedestal having length of prongs 310 mm with 50

mm height towards centre & 25 mm height outside. High Quality leather in beige or black to be suppiled. Twin

CHAIR FOR CMD ROOM

356 MR wheel castors to be provided. Tolerance of +/- 5mm to be considered for product sizes i.e Length, Depth & height NOS 1 1,12,072.86 - 1,12,073.00

and tolerance of 10% to be considered in pipe thickness & Pipe sizes.The OEM shall have ISO 9001, ISO 14001,

BIFMA Level 2, Green Guard UL Gold Certification, AIOTA, IGBC Gold rated factory certification, India Design

Mark..The OEM shall have ISO 9001, ISO 14001,& IGBC Gold rated factory certifications. The OEM shall have

minimum five furniture products certified from :- BIFMA Level 2, UL Green Guard Gold, India Design Mark and

AIOTA certifications as on the date of tender submission.

Providing & Fixing Crest MB Medium Back Executive Chair, Half Leather finish, with castors, complete with

ergonomically designed medium-height backrest and generously padded seat upholstered in premium body-touch

genuine leather/half-leather, providing optimum comfort and durability; backrest and seat to have high-density

moulded cushioning with contoured lumbar support; chair shall be provided with fixed chrome-finished armrests

with cushioned leather finish, heavy-duty pneumatic gas-lift mechanism for smooth seat-height adjustment, central

tilt multi-lock mechanism with reclining and multi-position locking facility, adjustable tilt tension control, heavy-

duty chrome-plated five-star metal base and 60 mm smooth-rolling twin-wheel castors suitable for office flooring; VISITOR CHAIR FOR CMD

357 MR all metal components shall have corrosion-resistant chrome finish and upholstery shall be neatly stitched with NOS 12 23,364.00 - 2,80,368.00 ROOM

concealed edges and uniform finish; chair shall be factory-finished, fully assembled and complete with all necessary

hardware, fittings and accessories, including delivery, installation and testing at site, conforming to the

manufacturer's standard specifications.

Signature of Contractor with Seal Page 61 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Providing & Fixing The main table shall be of size 2100 x 900 x750 mm (WDH) with HAT side unit of size 1200 x 450

x 750 mm (LDH). The worktop shall be made up of 25mm thick PLPB as per E1 norms. The understucture shall be

made up of Loop leg of CRCA pipe having cross section of 55mm x 12mm x 61mm x 12mm x 55mm x 1.6 mm. The

front modesty & side modesty shall be made up of CRCA sheet 0.8mm perforated precisely on laser cutting

machine and powder coated finished and shall be till ground. Horizontal cross beams under table top that shall be

connected to leg frame with aluminium die cast connector for better strength. The height of modesty shall be

650mm. Wire Management: 450 mm anodised flip up made of anodised aluminum finish, that shall have soft

closure and three way wire acess & PVC cable tray for entry of cables from the floor into the cable tray.

Side table : It shall include a fixed top and one height adjustable additional worktop made up of 18mm thick

Particle board E1 norms operated through gas lift mechanism through user friendly lever provided in front below

the adjustable top.The product shall have Greenguard gold UL and bifma level two certified. The height adjustable

top shall enable user work while standing position whenever required to avoid excessive sitting. The side table shall

have shelves and front to be covered with shutters provided with lock & key mechanism for safety of documents. TABLE FOR ED CABIN /

The side storage shutter top shall be provided with finger groove handle-less design for a streamlined look. Finger CHAIR MAN CABIN / GM

358 MR groove shall be created by providing a reverse tapered profile edge of 6mm straight surface & 12 mm tapered NOS 6 1,17,977.58 - 7,07,865.00

towards inside at 45 degree & then sealed with minimum 2mm thick PVC lipping on automatic machine. Suitable

lock shall be provided.

The overall size of Back storage shall be 2400 x 450 x 750 (WDH) mm. Top shall be made up of 18mm thick pre

laminated particle board E1 norms and Back shall be made up of 9 mm thick pre laminated particle board with 2mm

PVC edge lipping, Shutters shall be made up of 18 mm thick pre laminated particle board. Shutters to be provied for

compartment. The storage shall have adjustable shelf. Edge: All exposed shall be sealed with 2mm thick PVC edge

lipping. The hinged doors top shall be provided with finger groove handle-less design for a streamlined look. Finger

groove shall be created by providing a reverse tapered profile edge of 6mm straight surface & 12 mm tapered

towards inside @ 45 degree & then sealed with minimum 2mm thick PVC lipping on automatic machine. Cam Lock

faciltity should be provided for safe storage of documents. The OEM shall have ISO 9001, ISO 14001,& IGBC Gold

rated factory certifications. The OEM shall have minimum five furniture products certified from :- BIFMA Level 2, UL

Green Guard Gold, India Design Mark and AIOTA certifications as on the date of tender submission.

as per customisation

Providing & Fixing The overall size of the Mesh High back executive chair(Grey) shall be, Overall height- 1215-mm to

1300mm (+/- 5mm), Overall width - 675-mm to 700mm (+/- 5mm), Overall depth - 600-mm to 650mm (+/- 5mm),

seat width 500mm(+/- 5mm), seat depth 410mm(+/- 5mm) to 460mm(+/- 5mm) and the seat height shall be

450mm to 535mm(+/- 5mm). The chair Seat, Back and Headrest shall be provided in Grey mesh. The chair shall

have 2D headrest of size 325WX150H with height & angle adjustment. Height shall be adjusted upto 80mm with 7

step. The backrest is designed in a distinctive dual-frame ergonomic profile with aluminium die-cast outer support

structure. The shape follows a contoured split-back design comprising upper shoulder support and lower lumbar

support sections, interconnected through a central aluminium spine, providing enhanced flexibility, posture

support, and premium aesthetics. The chair is further equipped with aluminium die-cast arm supports integrated

and connected directly with the mechanism structure for superior stability, strength, and synchronized movement.

The chair shall have height adjustable backrest with tension adjustable flexible lumbar support. The chair shall have HIGH BACK CHAIR FOR ED

Floating drift recline mechanism with glass fiber offers more smooth tilt & effective recline tension adjustment. The CABIN / CHAIR MAN

chair shall have Single lever control for seat height, seat depth, back recline (segment locking) adjustments. The CABIN / GM CABIN

chair shall have 5D armrest with arm angle, height, depth, width and Armrests shall be provided with tilt-up

adjustment mechanism, wherein the front portion of the arm pad stretches upward upto 7 step for flexible

positioning and user comfort. The Chair should be allowing 360 degree revolving movement along with height

adjustablility & tilt tension.The Gas Lift used shall be class 4 tested as per ANSI BIFMA standards. The chair is

provided with a premium aluminium die-cast pedestal designed in a sleek five-prong star-base configuration with

gently tapered aerodynamic profiles. Each prong has an approximate length of 310 mm, featuring an elevated

centre hub height of 50 mm gradually reducing to 25 mm towards the outer edge, ensuring enhanced structural

stability and elegant aesthetics. The pedestal is fitted with 65 mm diameter smooth-glide twin wheel castors for

effortless mobility, stability, and long-lasting durability. Tolerance of +/- 5mm to be considered for product sizes i.e

Length, Depth & height and tolerance of 5% to be considered in pipe thickness & Pipe sizes.

Signature of Contractor with Seal Page 62 of 305 Digitally signedNBCC

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

CONSTRUCTION OF HEAD OFFICE ANNEX BUILDING FOR CANARA BANK MANYATHA TECH PARK, BENGALURU

S. No. DSR Ref. Description Unit Quantity

DSR (i/c CI & CF) NS DSR (i/c CI & CF) NS Remarks

Helix Air MB Medium Back Ergonomic Chair with castors, comprising an ergonomically contoured medium-height

backrest and seat in breathable high-quality mesh, designed to provide continuous airflow and comfortable seating

during prolonged working hours; chair shall incorporate an adjustable lumbar support integrated into the backrest

for improved posture and lower-back support, height-adjustable and multi-directional armrests providing up/down,

front/back, left/right and swivel adjustment, multi-lock reclining mechanism allowing the backrest to be locked at

multiple positions, together with a weight-activated recline system for smooth and controlled reclining; seat shall

incorporate suitable ergonomic cushioning/support with provision for seat-depth adjustment/seat slider, wherever

provided in the manufacturer's standard configuration; chair shall be fitted with a heavy-duty pneumatic gas-lift VISIROR CHAIR FOR ED

mechanism for seat-height adjustment, durable five-star nylon base and smooth-rolling castors suitable for office CABIN / CHAIR MAN

flooring, complete with all necessary hardware, fittings and accessories, factory-finished, assembled and installed at CABIN / GM CABIN

site. The Helix Air range is officially described by Featherlite as having a slim profile, contoured back frame,

breathable mesh, adjustable lumbar support, multi-directional armrests, multi-lock mechanism and five-star base

with high-load nylon casters.

Providing & Fixing The main table shall be of size 2100 x 900 x750 mm (WDH) with HAT side unit of size 1200 x 450

x 750 mm (LDH). The worktop shall be made up of 25mm thick PLPB as per E1 norms. The understucture shall be

made up of Loop leg of CRCA pipe having cross section of 55mm x 12mm x 61mm x 12mm x 55mm x 1.6 mm. The

front modesty & side modesty shall be made up of CRCA sheet 0.8mm perforated precisely on laser cutting

machine and powder coated finished. Horizontal cross beams under table top that shall be connected to leg frame

with aluminium die cast connector for better strength.The height of modesty shall be 650mm. Wire Management:

450 mm anodised flip up made of anodised aluminum finish, that shall have soft closure and three way wire acess &

PVC cable tray for entry of cables from the floor into the cable tray.

Side table : It shall include a fixed top and one height adjustable additional worktop made up of 18mm thick

Particle board E1 norms operated through gas lift mechanism through user friendly lever provided in front below

the adjustable top.The product shall have Greenguard gold UL and bifma level two certified. The height adjustable