Renovation painting of external facade Boundary wall common area of Ramprastha Apartment

No. ITEM CODE DSR 2021 Amount as per

NO. CPWD DSR Items

1 23.1.1.1 Boring/ Drilling bore well of required dia for casing 36.00 Meter 592.05 21,313.80

strainer pipe by sutable method prescribed in IS

2800(Part I), Inculding collecting samples from different

strata, preparing and submitting strata chart/bore log,

Including hire & running charges of all equipments,

tools , plants & machineries required for the job, all

complete as per direction of engineer-in- charge ,

upto 90 metre depth below ground level (a) All type of

soil 300 mm dia.

2 23.1.2.1 (b) Rocky stratra including boulders 300 dia 54.00 Meter 1416.30 76,480.20

3 23.3.2 Supplying , assembling, lowering and fixing in vertical 36.00 Meter 668.50 24,066.00

postion in bore well, unplasticized PVC medium well

casing (CM) pipe of required dia, conformaning to IS

12818, including required hire and labour charges,

fitting & accessories etc.all complete for all depths as

per direction of engineer-in-charge 150 mm nominal

size dia.

4 23.4.2 Supplying .assembling, lowering and fixing in vertical 54.00 Meter 681.90 36,822.60

position in bore well unplasticized PVC medium

well.screen (RMS) pipes with ribs, conformaing to IS.

12818, including hire & labour charges, fittings &

accessories etc. all complete for all depths as per

direction of engineer-in-charge. 150mm nominal size

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

5 2.6.1 Earth work in excavation by mechanical means 130.99 Cum 205.45 26,912.17

(Hydraulic Excavator/ Manual means over areas

(excedding 30 cm in depth. 1.5 m in width as well as 10

sqm on path) Including disposal of excavated earth,

lead upto 50m and lift upto 1.5 m neatly dressed . All

kinds of soil.

6 2.7.3 Earth work in excavation by mechanical means 32.75 Cum 1184.30 38,783.26

(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. Hard rock (blasting

prohibited)

7 2.26.1 Extra for every addition lift of 1.5 m or part thereof in 71.03 Cum 104.50 7,422.83

excavation/ banking excavated or stacked materials.

All kinds of soil.

8 2.26.2 Extra for every additional lift of 1.5 m or part thereof in 17.76 Cum 187.40 3,327.84

excavation / banking excavated or stacked materials.

Ordinary or hard rock

9 23.8 Gravel packing in tube well construction in 4.77 Cum 1479.25 7,054.36

accordance with IS 4097, including providing graval

fine/medium coarse, in required grading & sizes as per

actual requirement , all complete as per direction of

engineer-in charge.

10 2.25 Filling available excavated earth (Excluding rock) in 85.32 Cum 253.95 21,666.98

trenches, plinth,sides of foundation etc. in layers not

exceeding 20 cm in depth, consolidating each

deposited layer by ramming and water. Lead up to 50

m and lift uoto 1.5 m.

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

11 23.15.2 Providing and fixing Bail plug/Bottom plug of required 2.00 each 281.75 563.50

dia to the bottom of pipe assembly of tubewell as per

IS:2800 (Part-I) 150 mm dia

12 19.16 Providing orange colour safety foot rest of minimum 6.00 each 487.10 2,922.60

6mm thick plastic encapsulated as per IS:10910, on

12mm dia steel bar conforming to IS: 1786, having

minimum cross section as 23mm X 25mm and over all

minimum length 263mm and width as 165mm with

minimum 112 mm space between protruded legs

having 2mm tread on top surface by ribbing or

chequiring besides necessary and adequate

anchoring projection on tail length on 138mm as per

standard drawing and suitable to with stand the bend

test and chemical resistance identification mark to be

visible even after fixing,including fixing manhole with

30X20X15cm cement concrete block 1:3:6(1 cement: 3

Coarse sand: 6 graded stone aggregrate 20mm

nominal size) complete as per design

13 23.13.2 Providing & fixing suitable size threaded mild steel cap 2.00 Each 210.75 421.50

or spot welded plate to the top of bore well housing/

casing pipe ,removable as per requirement,all

complete for borewell of 150mm dia

14 19.8.2.1 Extra for depth for manhole size ( 120cmx90cm) with 0.60 Meter 9744.25 5,846.55

common burnt clay F.P.S ( non-modular) bricks of class

designation 7.5. (Refer to NS Item No. 8)

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

15 1.1.2.a Carriage of Material by mechanical transport including 45.67 Cubic 180.40 8,239.13

loading ,unloading etc. Complete lead 1 km the place Meter

of disposal shall be approved by the engineer-in-

charge.Earth

16 1.1.2.b Extra for every addition lead of 1.0 km or part thereof 867.76 Cum Km 15.78 13,693.22

beyond 10 K.m upto 20.00 lead Earth

17 1.1.4.a Carriage of Material by mechanical transport including 32.75 Cum 288.63 9,452.01

loading ,unloading etc. Complete lead 1 km the place

of disposal shall be approved by the engineer-in-

charge.Excavated rock

18 1.1.4.b Extra for every addition lead of 1.0 km or part thereof 622.21 CumKm 25.25 15,710.77

beyond 10 K.m upto 20.00 lead Excavated rock

19 4.1.10 Providing and laying in position cement concrete of 0.52 Cum 6050.65 3,136.78

specificed grade excluding the cost of centering and

shuttering - All work upto plinth level 1:5:10 (1 cement :

5 coarse sand (zone-III) derived from naturalsources :

10 graded stone aggregate 40 mm nominal size

derived from natural sources)

20 4.1.3 Providing and laying in position cement concrete of 0.20 Cum 7365.15 1,473.03

specificed grade excluding the cost of centering and

shuttering - All work upto plinth level 1:2:4 (1 cement : 2

coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size derived

from natural sources)

21 19.19.3.1 Providing and fixing in position pre-cast RCC manhole 2.00 each 1494.20 2,988.40

covers and frame of required shape and approved

quality H D - 20 Circular shape 560 mm internal

diameter

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

22 2.10.1.2 Excavating trenches of required width for pipes, 10.00 Meter 417.35 4,173.50

cables, etc includingexcavation for sockets, and

dressing ofsides ,ramming of bottoms, depth upto 1.5

m, including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding 20

cm in depth, including consolidating each deposited

layer by ramming, watering, etc. and disposing of

surplus excavated soil as directed, within a lead of 50

m : All kinds of soil , Pipes, cables etc. exceeding 80

mm dia. but not exceeding 300 mm dia,

23 6.1.1 Brick work with common burnt clay (non-modular) 4.53 Cum 6882.00 31,201.34

bricks of class designation 7.5 in foundation and plinth

including curing in : Cement mortar 1:4 ( 1 cement : 4

coarse sand)

24 13.7.2 12mm Cement plaster finished with a floating coat of 15.66 sqm 361.30 5,659.40

neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

25 16.93 Providing and placing in position 100mm thick factory 3.24 sqm 2617.15 8,479.57

made machine batched and machine mixed Precast

RCC Rectangular Covers on drains of footpath of

various sizes, of M-25 grade cement concrete for RCC

work, including cost of centering, shuttering,

reinforcement of 8mm dia TMT bars of Fe 500 grade @

maximum 100mm c/c on both ways , neat cement

punning on finished surface, properly encased on all

edges with 1.6 mm thick , 100mm wide MS sheet duly

painted over priming coat , reinforcement to be

welded at edges with MS sheet and providing 2 Nos. 12

mm dia bar for hooks etc i/c cost of cartage ,all leads

& lift, handling at site etc. all complete as per direction

of Engineer-in-Charge.

26 2.27 Supplying and filling in plinth with sand under floors, 2.58 Cum 2161.20 5,585.62

including watering,ramming, consolidating and

dressing complete.

Non Scheduled Items

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

27 NS1 Providing and fixing of non woven Geotextile having 160.00 Squre 1405.00 2,24,800.00

thinkness of 400 GSM, Having minmun tear Strength of Meter/

250 ASTM D4533,width wise atleast215 ASTM D4533 Single

having puncture strength of 1550 pluse as per ASTM Layer

D6241 Having elongation at Brack % of 57 plus as per

ASTM D 4595 in Two layers, made out of long fibers to

hold the mudules anf protect liner including cutting

,sizing ,head welding, and needle punched for high

porosity and proper percolation. Complete as per

entire satisfaction of engineer-in-charge

28 NS2 Providing and fixing of CGWB/GRIHA approved Pure 2.00 Each 153974.00 3,07,948.00

Rain Filter 700mm dia with 300mm dia inlet and outlet

to accumudate storm water having desilting

suspended solid catcher made out of FRP with strainers

steel 304 grade strainers, having steel bucket of

600micron capable of eliminiting finer partculate

matter upto160mmicron filtration made of SS net with

long fibre foam of 25mm thickness, Blue color, filitration

capacity 40-80 kiloleters complete in accordance to

the desgin, drawing and specification complete as per

entire satisfaction of Engineer-in-Charge.

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

29 NS3 Extra for add or deduct for providing & fixing FRP (FIBER 0.60 Meter 28177.00 16,906.20

REINFORCED POLYMER) based mirofilter drum/

extension of 700 mm dia CGWB/GRIHA approved pure

rain filtersdia Accordance to the design , drawing and

specification complete as per entire satisfaction of

Engineer-in-Charge

30 NS4 Providing & Fixing of Co-polymer based rainwater 32.00 Cum 25770.00 8,24,640.00

harvesting structure including supply of cross wave of

size 494 mm x 494 mm x220mm with minimum void ratio

of 94.7% having a weight of 1.8 kg and spacers having

size of 988 mm x 240 mm x 25 mm having a weight of

0.8 kg of approved make and arranging the same in as

directed by the engineer -in-charge and in complete

accordance to the design, drawings. The rates are

inclusive of all necessary transportation, loading,

unloading excise, vat contral etc.as per entire

satisfaction of Engineer -in-charge.

31 NS5 Providing and fixing UPVC pipe of working pressure 6kg 10.00 Meter 7049.00 70,490.00

per square cm confirming to IS:4985 including jointing

with sealing ring confirming IS:5382 leaving 10mm gap

for thermal expansion 300mm dia UPVC pipe

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

32 NS6 Constructing brick masonry manhole (silt chamber 2.00 Each 29959.00 59,918.00

type) inside size 1.20mX0.90mx1.20m deep with FPS

brick class designation 75 in cement mortar 1:4 (1

Cement: 4 coarse sand ) 15mm thick RCC top slab with

500mm dia opening in cement concrete 1:2:4 (1

cement: 2 C/sand: 4 graded stone agg, n/size

reinforced with 18.92 kg cold twisted sreel bars 20cm

foundation concrete 1:4:8 (1 cement: 4 C/sand: 8

graded stone agg 40mm size) inside plastering 12 mm

thick with cement mortar 1:3 (1 cement: 3 C/sand)

finished with a foating coat of neat cement and

providing 75 mm thick bed concrete in 1:2:4 mix (1

cement: 2 C/sand: 4 graded stoneagg . 20mm n/size)

including neat cement punning inside the manhole

complete as per standard design/depth shall be

measured from invert level of manhole excluding cost

of manhole cover and frame which shall be paid for

separately etc. All complete as per direction of

engineer-in-charge.

33 NS7 Supplying, filling, spreading & levelling stone aggragate 2.68 Cum 3759.00 10,061.90

20mm nominal size, in recharge pit, in the required

thickness, for all leads & lifts, all complete as per

direction of Engineer-in-charge.

Total 18,98,161.06

Cost of [2 Nos. x 16 Cum] SAY 18,98,161

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

Sl No Description of Item Unit Quantity DSR rate Amount(Rs) Market Rate Amount(Rs)

Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry

Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40

cm Cement Pot as per direction of the officer-in-charge.

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 :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 10.00 8,512.10 85,121.00

Providing and stacking winter seasona seedlings /cuttings at site of work well

developed and healthy free from disease in per tray and each tray having 100 Nos plants as

per direction of the officer-in-charge.

10.1.22 Nasturtium sqm 225 500 1,12,500.00

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)

4 11.3 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 75.00 545.00 40,875.00

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

5 11.55 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 :

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

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 cement sand mortar in the

6 12.55 ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white Sqm 706.00 1,444.90 10,20,099.40

cement & 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.

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

7 13.80 smooth complete. Sqm 620.00 123.85 76,787.00

Applying priming coats with primer of approved brand and manufacture, having low

8 13.85 VOC (Volatile Organic Compound ) content.

With water thinnable cement primer on wall surface

13.85.3 having VOC content less than 50 grams/litre Sqm 200.00 64.45 12,890.00

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

Organic Compound ) content less than 50 grams/ litre. of approved brand and

manufacture, including applying additional coats wherever required to achieve even

shade and colour.

13.83.2 Two coats. Sqm 1140.00 121.55 1,38,567.00

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

Providing and applying white cement based putty of average thickness 1 mm, of approved

10 13.80 brand and manufacturer, over the plastered wall surface to prepare the surface even and Sqm 1140.00 123.85 1,41,189.00

smooth complete.

11 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm)

12 14.14.1 Red/ white sand stone slabs 30 to 50 mm thick. Sqm 80.00 1,099.15 87,932.00

Providing and laying in situ seven course water proofing treatment with APP (Atactic

Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen

primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm,

which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and

14.88 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 0.00

Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron

HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film.

7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with

cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing

compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 Sqm 521.00 732.75 3,81,762.75

fine sand) and finished neat (item of laying brick tiles shall be paid for separately).

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster

12 15.56 including disposal of rubbish to the dumping ground within 50 metres lead. Sqm 250.00 45.05 11,262.50

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations

14 15.58 and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and Cum 10.00 2,328.55 23,285.50

unserviceable material separately including cutting reinforcement bars.

Demolishing cement concrete manually/ by mechanical means including disposal of material

15 15.2 within 50 metres lead as per direction of Engineer - in - charge. 0.00

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling asbestos cement pressure pipes including excavation and refilling

16 15.47 trenches after taking out the pipes manually/ by mechanical means and stacking the pipes 0.00

within 50 metres lead as per direction of Engineer-in-charge :

15.47.1 Up to 150 mm diameter m 25.00 332.25 8,306.25

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials

17 15.60 by mechanical means, including loading, transporting, unloading to approved Cum 15.00 219.35 3,290.25

municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial

lead, for all leads including all lifts involved.

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

18 16.91.2 embedding/laying of inter locking paver blocks into the sand bedding layer through

vibratory compaction by using 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 asper direction of Engineer-in- Charge.

80 mm thick C.C. paver block of M-30 grade with approved colour design and

pattern

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

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

19 22.23 (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 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 0.50mm. 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 sqm 500.00 406.25 2,03,125.00

For horizontal surface one coat @1.10 kg per sqm.

Providing and fixing double scaffolding system (cup lock type) on the exterior side of

building/structure, up to 25 metre height, above ground level, including additional

rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S.

tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock

20 24.2 system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the

scaffolding for working platform etc. and maintaining it in a serviceable condition for

execution of work of cleaning and/ or pointing and/ or applying chemical and removing it

thereafter.

The scaffolding system shall be stiffened with bracings, runners, connecting with the

building etc, wherever required, if feasible, for inspection of work at required

locations with essential safety features for the workmen etc., complete as per directions

and approval of Engineer-in-charge.

Note :- (1) The elevational area of the scaffolding shall be measured for payment

purpose.

(2) The payment will be made once only for execution of all items for such works.

Chipping of unsound/weak concrete material from slabs, beams,

columns etc. with manual Chisel and/ or by standard power driven percussion type or of

approved make including tapering of all edges, making square shoulders of cavities

21 26.28 including cleaning the exposed concrete surface and reinforcement with wire brushes 0.00

etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-

Charge

26.28.2 50mm average thickness Sqm 600.00 211.55 1,26,930.00

Providing and injecting approved grout in proportion recommended by the

manufacturer into cracks/honey-comb area of concrete/ masonry by suitable

gun/pump at required pressure including cutting of nipples after curing etc. complete

as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual

weight of approved grout injected.)

Epoxy injection grout in concrete/RCC work of approved make

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

Providing, erecting, maintaining and removing temporary protective screens made out of

specified fabric with all necessary fixing arrangement to ensure that it remains in

23 26.36 position for the work duration as required by the Engineer-in-charge.

Wooven PVC cloth

Cleaning of exposed concrete surface of sticking material including loose and foreign

material by sand blasting with coarse sand followedby and including cleaning with oil

24 26.37 free air blast as per direction of Engineer in charge. sqm 350.00 370.15 1,29,552.50

Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix

concrete having the specified minimum characteristic compressive strength [with ordinary

portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in

proportion as per design criteria] including the cost of centering and shuttering at

edges and corners etc. as directed by Engineerin- Charge Note: Rates shall include the

providing necessary ground wires etc. The levelling gauges, if used, shall be paid for

separately. Payment under this item shall be made only after proper wet curing has been

done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal

instrument.

50mm thick in Grade M 25 with cement content not less than 330 kg per cum

Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and

along crack line including drilling of holes of required diametre (20mm to 30mm) up to

depth from 30mm to 80mm at required spacing and making the hole & crack dust free

a 26.39 by blowing compressed air, sealing the distance between injection nipple with adhesive each 250.00 202.70 50,675.00

chemical of approved make and allow it to cure complete as per direction of Engineer-In-

Charge.

Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable

size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L"

b 26.40 shaped mild steel shear key welded with existing reinforcement including the cost of sqm 417.00 820.80 3,42,273.60

materials, labour, tool & plants as

approved by Engineer-in-charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed

26 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) 0.00

including testing of joints etc. complete :

19.6.4 300 mm dia. R.C.C. pipe metre 75.00 902.05 67,653.75

19.6.5 450 mm dia. R.C.C. pipe metre 45.00 1,481.55 66,669.75

19.6.7 600 mm dia. R.C.C. pipe metre 55.00 2,098.10 1,15,395.50

Preparation of complete set of shop drawings including finishing, MEP services, details,

design calcualtions etc. and any other details as and when desired by Engineer In charge

/client. A qualified professsional for the purpose shall be appointed after due appproval

from Engineer In Charge.

Supply and instalation of SIDBI Logo of appropriate size as per architect/ engineer

28 Mr in charge over the top of Fascade visi LS 1.00 75000 75,000.00

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST

Providing and fixing of 30mm thick GRC Jali designs/patterns as per approved - Glass

Reinforced Concrete popularly known as GRC or GFRC all over the World. Broadly the

29 NS SQM 150.00 2,500.00 3,75,000.00

formulation for GRC product is a mixture of 40% White Cement, 40% Fine Aggregates,

0.4% Plasticizers, 4% Polymers, 11.5%-14% Water, and 3.5%-4% of AR Glass Fiber.

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

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

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all Kg 702.9339853 102.25 71875

complete

6 12.45 Providing and fixing false ceiling at all height 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 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50

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 25mm long dry wall

screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel 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 ,

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

Architect-in-Charge. but excluding the cost of painting with :

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS SQM 225 1145.95 257838.75

certification marks)

TOTAL COST OF WORK 53,16,699.65 6,21,875.00

GRAND TOTAL 59,38,574.65

GRAND TOTAL 59,38,574.65

Digitally signed by AMIT

Date: 2024.07.25 17:50:22 IST