Renovation and Extensive Repair Works of CBSE staff Quarters, Brij Vihar, Ghaziabad

SUBHEAD DESCRIPTION AMOUNT

STRUCTURAL WORKS

A DISMANTLING AND DEMOLISHING 2521773.33

B REPAIR AND REHABILITATION ITEMS 22500000.00

C WATER PROOFING/ROOFING 2221933.41

D TOTAL FOR FACADE PLASTER 8935282.20

E PLUMBING 7421424.85

F INTERIOR WORKS

1.0 Flooring Works 500755.00

2.0 Wall Tile Works 499822.00

3.0 Paint& Finish Works 650698.00

4.0 JOINERY WORKS (UPVc Windows) 3054429.20

5.0 MODULAR KITCHEN 58 NOS, approx. 2900000.00

G EXTERIOR WORKS

1.0 BOUNDARY WALL/ GATE/ ARCH 378849.40

2.0 MS steel work 638359.00

GRAND TOTAL 52223326.39

GRAND TOTAL 52223326.39

Digitally signed by AMIT

BILL OF QUANTITY

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

A DISMANTLING AND DEMOLISHING

Demolishing brick tile/ COBA covering in terracing

including stacking of serviceable material and disposal

1.00 15.26 of unserviceable material within 50 metres lead. (all SQM 1346.24 86.80 116853.63

work to be done as per EIC and all instruction from

Dismantling doors, windows and clerestory windows

(steel or wood) shutter including chowkhats,

architrave, holdfasts etc. complete and stacking within

50 metres lead :

15.12.1 Of area 3 sq. metres and below each 478.00 302.70 144690.60

15.12.2 Of area beyond 3 sq. metres each 502.00 414.55 208104.10

Demolishing brick work and other items manually/

by mechanical means including stacking of serviceable

material and disposal of unserviceable material within

50 metres lead as per direction of Engineer-in-charge.

15.7.4 In cement mortar cum 500.00 1698.45 849225.00

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 including cleaning the

exposed concrete surface and reinforcement with wire

brushes etc. and disposal of debris for all lead and lifts

all complete as per direction of Engineer-In-Charge

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

26.28.2 50mm average thickness Sqm 211.55 0.00

26.28.3 20/25mm average thickness ( External Wall area) Sqm 11500.00 104.60 1202900.00

TOTAL FOR DISMANTLING/DEMOLISHING WORKS 2521773.33

B REPAIR AND REHABILITATION ITEMS

Providing and fixing PVC Nozzle for Grouting. (2 Nos

per sqm / mtr) (all related items, materials and

activities required for the proper completion of the

said activity shall be included in the same rates like

scaffolding, safety equipments, erection machinery

Injecting cement with grout into concrete/brick

work by suitable gun/pump at required pressures

by providing necessary, scaffolding, drilling and

inserting 12mm dia aluminium grouting

multiperferated nipples upto 30mm to 40mm depth,

using `M Seal around the nipple cutting of nipples after

curing, cleaning etc. Complete. (This item shall be paid

on actual consumption of cement used in Kgs.)(all

related items, materials and activities required for the

proper completion of the said activity shall be included

in the same rates like scaffolding, safety equipments,

erection machinery etc.)

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Cleaning Reinforcement bars loosely with hand wire

brush and applying alkaline chemical rust remover

with brush and removing loose particles after 6 hrs of

applications and washing thoroughly with water

7 MR 3 complete up to 12mm dia bars(all related items, SQM 2125.00 1000.00 2125000.00

materials and activities required for the proper

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

Providing and laying Micro Concrete of approved

proportion 1:1 with metal No.1 including mixing,

waterproof shuttering, pouring, consolidating,

scaffolding, curing etc. As pr mfg.'s specifications. (The

items shall be paid on actual consumption of micro

concrete)Testing of micro concrete prior to use

8 MR 4 is necessary. The cost for the same shalllbe included in Cum 68.00 50000.00 3400000.00

finished items(all related items, materials and

activities required for the proper completion of the

said activity shall be included in the same rates like

scaffolding, safety equipments, erection machinery

Providing and applying over reinforcement bars anti

rust agent as per manufacturer’s specification all

complete(all related items, materials and activities

required for the proper completion of the said activity

shall be included in the same rates like scaffolding,

safety equipments, erection machinery etc.).

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Providing and Injecting super low viscous epoxy grout

with pressure of 2-4 Kg / Sq cm. Grouting to be done in

cracks till the nozzle refuses to accept the grout(all

10 MR 6 related items, materials and activities required for the KG 127.00 600.00 76200.00

proper completion of the said activity shall be included

in the same rates like scaffolding, safety equipments,

erection machinery etc.).

Polymer Modified Concrete (PMC): Cleaning the

surfaces, moistening and applying polymer base

bonding coat slurry of Monobond and cement in the

ratio 1:1 by weight. Hand pack Polymer Modified

concrete in the ratio of 1:1:2 (1 part cement: 1 one part

coarse sand: 2 part aggregate (0 to 6mm down) &

admix with Latex in the ratio of 2% weight of cement.

Average thickness 50 to 75 mm(all related items,

materials and activities required for the proper

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

Providing and applying polymer modified mortar in

one coat to vertical or horizontal faces in proportion 1 :

3 ( 1 Cement : 3 Coarse Sand ) admix with SBR @ 2 %

weight of cement(all related items, materials and

activities required for the proper completion of the

said activity shall be included in the same rates like

scaffolding, safety equipments, erection machinery

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Bonding Coat: Providing, mixing and applying bonding

coat of SBR Latex adhesive on chipped portion of RCC

as per manufactures specification as per direction of

13 MR 9 EIC(all related items, materials and activities required SQM 425.00 1500.00 637500.00

for the proper completion of the said activity shall be

included in the same rates like scaffolding, safety

equipments, erection machinery etc.).

Reinforcement for Strengthening work including

straightening, cutting, binding and placing in position

with welded wire mesh 50 x 50 x 4mm(all related

14 MR 10 items, materials and activities required for the proper SQM 510.00 1500.00 765000.00

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

Removal of existing plaster over columns, beams,

slabs, walls by chisel or electrical hammering machine

and disposal of rubbish outside the periphery of the

colony by any means for all leads & lifts(all related

items, materials and activities required for the proper

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

Dismantling of damaged cover concrete: Chipping off

loose cover of the concrete of any thickness in

damaged area or honeycombed area by chiseling(all

16 MR 12 related items, materials and activities required for the SQM 425.00 250.00 106250.00

proper completion of the said activity shall be included

in the same rates like scaffolding, safety equipments,

erection machinery etc.).

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Introducing new reinforcement bars for structural

connections in RCC beams, lintels, columns and slabs

including power drilling holes of appropriate

diameters in reinforced or plain cement concrete,

fixing the reinforcement in position using Hilti

chemical. Rebar 8mm x Hole12mm x Depth 100mm or

as per design(all related items, materials and activities

required for the proper completion of the said activity

shall be included in the same rates like scaffolding,

safety equipments, erection machinery etc.).

Introducing new reinforcement bars for structural

connections in RCC beams, lintels, columns and slabs

including power drilling holes of appropriate

diameters in reinforced or plain cement concrete,

fixing the reinforcement in position using Hilti

chemical. Rebar 12mmxHole16mmxDepth 120mm(all

related items, materials and activities required for the

proper completion of the said activity shall be included

in the same rates like scaffolding, safety equipments,

erection machinery etc.).

Providing & fixing 1.2 mm Decking Sheet with

standard profile as per the direction of engineer – in

charge. The rate includes the overlapping and cutting.

For the payment net area shall be measured(all related

items, materials and activities required for the proper

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Providing and Fixing the M.S channel / Angle for

making frame of any width for lintle bend /sunshades

at different floor level by cutting holes of size

15x15x15 cm in brick wall and filling the same with cc

1:2:4 (1 cement: 2 coarse sand: 4 graded stone

20 MR 16 aggregate) after fixing the holdfast of frame / channel Kg 6800.00 250.00 1700000.00

i/c making arrangement for ladder/ jhula etc complete

as design(all related items, materials and activities

required for the proper completion of the said activity

shall be included in the same rates like scaffolding,

safety equipments, erection machinery etc.).

Providing Fixing the rolled / built up steel sections for

strengthening of the structure , including, cuttting ,

welding and fixing in place as per drawing(all related

21 MR 17 items, materials and activities required for the proper kg 16997.34 150.00 2549600.00

completion of the said activity shall be included in the

same rates like scaffolding, safety equipments, erection

machinery etc.).

External Plaster With Use 6 mm Recron 3S @125

gm/bag of cement of 50Kg in 1:4 cement sand

ratioFiber (all related items, materials and activities

required for the proper completion of the said activity

shall be included in the same rates like scaffolding,

safety equipments, erection machinery etc.)

TOTAL RS. 22500000.00

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

C WATER PROOFING/ROOFING

Providing and laying in situ seven course water

proofing treatment with APP (Atactic Polypropylene)

modified Polymeric memberane 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 5th layers of

roofing membrane APP modified Polymeric membrane

2.0 mm thick of 3.00 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 fine sand)

and finished neat (item of laying brick tiles shall be

paid for separately).

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

BRICK BAT COBA WITH Plaster finish

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

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.

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 : 5coarse sand) admixed

with water proofing compound conforming to IS :

2645 and approved by Engineer-in-charge over 20 mm

(b) 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.

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 Engineerin-charge.

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

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 Engineerin-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.

The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing

( e) and for final test. All above & mentioned operations to

be done in order and as directed and specified by the

Engineer-in-Charge :

With average thickness of 120 mm and minimum

thickness at khurra as 65 mm. ( @ Terrace)

Digitally signed by AMIT

CBSE STAFF COLONY, BRIJ VIHAR, GHAZIABAD, U.P

STRUCTURAL REPAIR AND REHABILITATION

S.NO NDSR DESCRIPTION UNIT QTY RATE AMOUNT

Making khurras 45x45 cm with average minimum

thickness of 5 cm cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate of 20 mm

nominal size) over P.V.C. sheet 1 m x1 m x 400 (All

waterproffing/ roofing work to be done as per

instruction from EIC only)

micron, finished with 12 mm cement plaster 1:3 (1

cement : 3 coarse sand) and a coat of neat cement,

rounding the edges and making and finishing the

outlet complete.

Providing and laying brick tiles over mumty roofs,

grouted with cement mortar 1:3 (1 cement : 3 fine

sand) mixed with 2% of integral water proofing

compound by weight of cement, over 12 mm layer of

cement mortar 1:3 (1 cement : 3 fine sand) and

With common burnt clay F.P.S. (non modular) brick

tiles of class designation 10

TOTAL FOR WATERROOFING/ROOFING 2221933.41

D FAÇADE PLASTER/PEBBLE DASH PLASTER

Pebble dash plaster upto 10 m height above ground

level with a mixture of washed pebble or crushed

stone 6 mm to 12.5 mm nominal size, dashed over and

including fresh plaster in two layers under layer 12

mm cement plaster 1:4 (1 cement : 4 coarse sand) and

top layer 10 mm cement plaster with cement mortar

1:3 (1 cement : 3 fine sand) mixed with 10% finely

grounded hydrated lime by volume of cement.

TOTAL FOR FACADE PLASTER 8935282.20

Digitally signed by AMIT

Summary of Cost for Internal & External Plumbing works

of Residential Housing at BRIJ VIHAR

S.No Description (As per Amount TOTAL

DSR2021) (As per MR) AMOUNT

1 SUB HEAD I - EARTH WORKS 7,68,695.00 - 7,68,695.00

2 SUB HEAD II - CONCRETE WORK - - -

3 SUB HEAD III - ROOFING 2,99,696.40 - 2,99,696.40

4 SUB HEAD IV -SANITARY FIXTURES & ACCESSORIES - 5,02,400.00 5,02,400.00

7 Rain Water Harvesting 4 Nos.) 6,00,000.00 6,00,000.00

8 DISMANTLING WORKS 13,55,802.70 - 13,55,802.70

Digitally signed by AMIT

BILL OF QUANTITIES FOR INTERNAL AND EXTERNAL PLUMBING WORK

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

1 SUB HEAD I - EARTH WORKS

Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, depth

upto 1.5 m, including getting out the excavated soil, and then returning

3 2.10 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 :

4 2.10.1 All kinds of soil

5 2.10.1.1 Pipes, cables etc. , NOT exceeding 80 mm dia. RMT 150 255.55 38333

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Pipes, cables etc. exceeding 300 mm dia. but not exceeding 600 mm dia

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for

9 2.11 depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over RMT 0 0

corresponding basic item for depth upto 1.5 metre).

Open timbering in trenches including strutting and shoring complete.

(Measurement to be taken of the face area timbered)

12 2.20.1 Depth not exceeding 1.5 meter SQM 0 0

13 2.20.2 Depth 1.5 to 3.00 meter SQM 0 0

15 SUB TOTAL 768695 0

17 SUB HEAD II - CONCRETE WORK

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

19 4.1.3 level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone Cum 0 0

aggregate 20 mm nominal size).

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

21 4.1.8 level : 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone Cum 0 0

aggregate 20 mm nominal size).

23 SUB TOTAL 0 0

25 SUB HEAD III - ROOFING

Making khurras 45x45 cm with average minimum thickness of 5 cm

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)

Single socketed pipes.

30 12.41.1 75 mm diameter RMT 0 213 0

Providing and fixing on wall face unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS

32 12.42 : 13592 Type A, including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

40 12.42 Shoe (Plain)

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Providing and fixing unplasticised -PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50 mm hard

wood plugs, screwed with M.S. screws of required length, including

cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse

sand) and making good the wall etc. complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron

47 12.44 grating 15 cm diameter and weighing not less than 440 grams. Each 68 47.90 3257

51 SUB HEAD IV -SANITARY FIXTURES & ACCESSORIES

54 C SOIL , WASTE & VENT PIPES AND FITTINGS - SWR

Providing, fixing, jointing and testing in position of ISI marked UV

stabilized UPVC pipes for soil, waste, and vent, Type-B as per IS :

13592 suitable for rubber ring joints for vertical pipes and solvent

cement joints for horizontal pipes, including all neccessary specials and

fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or

without doors), reducers, WC connectors, couplers, cowels, clamps, long

radius / swept bend at bottom of pipe, (All connections from horizontal

to vertical stacks must be through swept type fitting) hangers, rubber

rings, clean outs, C P Grating for any waste connection from washing

machine etc. fixing at wall / ceiling / floor level supported by clamp &

hangers etc. inside duct / suspended from floor under false ceiling for

proper completion of the work. The rubber ring shall confirm to IS:5382.

The Pipes will be supported by either G.I. U strap clamps on 40x40x3

mm G.I. slotted angle duly painted (for a group of pipes) or G.I. rubber

lined split clamp (for independent pipes). The cost will include all

support arrangements. The work includes cutting holes in wall/ floors/

slabs and making good the same with cement concrete 1:2:4 complete as

required. The work includes commissioning of all pipes lines as per

drawings and specifications and as directed by engg-in-charge at site.

57 MR-15 160 mm dia (Wall Thickness - 4.0 to 4.6 mm) RM 1190 0

58 MR-16 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) RM 640 785 502400

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

59 Mr-17 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) RM 555 0

Providing & fixing UPVC Floor trap of self cleansing design with CP Jali

complete in all respects.

61 Plain Floor Trap (6" Ht) 110 x 75 mm (50 mm seal) Each 625

62 MR-18 P-Trap type Floor Trap 110 x 110 mm (Long type - 50 mm seal) Each 0 645 0

Providing and fixing of drain point with 75 mm dia. Bend with CP Jali

complete in all respects.

67 SUB HEAD V - WATER SUPPLY

Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot and cold water supply including all CPVC plain

and brass threaded fittings including fixing the pipes with clamps at 1.00

69 18.8 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the same

including testing of joints complete as per direction of Engineer in charge.

Concealed work including cutting chase and making good the wall

71 18.8.1 15 mm nominal outer dia pipes metre 0 441 0

72 18.8.2 20 mm nominal outer dia pipes metre 0 514 0

73 18.8.3 25 mm nominal outer dia pipes metre 0 625 0

Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot and cold water supply including all CPVC plain

and brass threaded fittings including fixing the pipes with clamps at 1.00

m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and testing of joints complete as per direction of Engineer

75 Internal Work - Exposed on wall

76 18.7.1 15 mm nominal outer dia pipes meter 0 256 0

77 18.7.2 20 mm nominal outer dia pipes meter 300 325.10 97530

78 18.7.3 25 mm nominal outer dia pipes meter 325 408.55 132779

79 18.7.4 32 mm nominal outer dia pipes meter 1850 500.95 926758

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Providing, fixing chlorinated polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot and cold water supply including all CPVC plain

and brass threaded fittings including fixing the pipes with clamps at 1.00

81 18.10 m spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the same

including testing of joints complete as per direction of Engineer in charge.

84 18.10.4 32 mm nominal outer dia pipes meter 480 563.60 270528

85 18.10.5 40 mm dia nominal bore (For FWS Riser) meter 0 0

86 18.10.6 50 mm dia nominal bore (For Sunk drain & DWS Riser) meter 100 893.20 89320

Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

89 18.17.1A 20 mm nominal bore Each 0 0

90 18.17.1 25 mm nominal bore Each 0 0

91 18.17.2 32 mm nominal bore Each 0 0

92 18.17.3 40 mm nominal bore Each 0 0

93 18.17.4 50 mm nominal bore Each 0 0

94 18.17.5 65 mm nominal bore Each 0 0

95 18.17.6 80 mm nominal bore Each 0 0

Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete :

98 18.18.1 15 mm nominal bore Each 0 349 0

99 18.18.2 20 mm nominal bore Each 0 397 0

101 MR-21 32 mm Nominal Bore Each 240 450 108000

Providing and fixing uplasticised PVC connection pipe with brass unions

104 18.21.2.1 15 mm nominal bore Each 0 85 0

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

107 18.22.1 100 mm diameter Each 0 166 0

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Constructing masonry Chamber 30x30x50 cm, inside with 75 class

designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for

stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged

cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4

graded stone aggregate 20 mm nominal size ) necessary excavation

110 18.32 foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone

aggregate 40mm nominal size ) and inside plastering with cement mortar

1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of

neat cement complete as per standard design : With F.P.S. bricks of class

designation 7.5.

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

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c

necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand :

10 graded stone aggregate 40 mm nominal size) and inside plastering

with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete as per standard design :

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

Constructing masonry Chamber 60x60x75 cm, inside in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I.

surface box 350x350 mm top and 165 mm deep ( inside) with chained lid

and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) , i/c necessary excavation, foundation

116 18.36 concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm

nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3

coarse sand) 12 mm thick, finished with a floating coat of neat cement

complete as per standard

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

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Providing and fixing C.P. brass bib cock of approved quality conforming

120 18.49.1 15 mm nominal bore. Each 0 434 0

Providing and fixing C.P. brass long body bib cock of approved quality

121 18.51 conforming to IS standards and weighing not less than 690 gms.

122 18.51.1 15 mm nominal bore. Each 0 0

Providing and fixing C.P. brass angle valve for basin mixer and geyser

points of approved quality conforming to IS:8931

124 18.53.1 15mm nominal bore Each 0 500 0

125 18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of Each 0 62 0

approved make and quality as per direction of Engineer-in-charge.

Supplying, installing, testing and commissioning of End Suction pump.

Each pump shall have TEFC 2900 RPM three phase electric motor. The

pump shall have cast iron head, base plate SS Shaft / Impeller /

Intermediate chamber along with motor, pressure gauge with isolation

cock, NRV, Strainer, Ball Valve , IP65 DOL starter with Dry run

protection,Puspbutton , Single phase preventor, Relay etc . Pump shall be

provided with mechanical seal, suitable vibration elimination pads of

approved design, drain pipe with valve . The pump shall be suitable for

auto/ manual operation. The installation shall be complete with all

necessary ancillaries, PCC Foundation & accessories including base plate

complete as required. The cost of expansion Tank 100 litre FRP and

autocut in & out on high/low Pressure with conduit and control

cablling also be included.

128 Flow rate : 1.5 LPS each

129 Head : 35 Mts

130 Required for : Domestic water Transfer Pump

131 (1 working + 1 standby) SET 4 35000 140000

Providing & Fixing PVC Water tank with 2 nos inlet at top & outlet at

132 bottom. Tank should have float valve, Manhole & brass MT.

Make - Syntax or Equivalent

134 b 1000 Liter

135 c 2000 Liter

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

141 SUB HEAD VI - DRAINAGE 0

Providing and fixing square-mouth S.W. gully trap class SP-1 complete

with C.I. grating brick masonry chamber with water tight C.I. cover with

142 19.4 frame of 300 x300 mm size (inside) the weight of cover to be not less

than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

143 19.4.1 100x100 mm size P type

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

146 19.2 Laying cement concrete (1:5:10) alround S.W. pipes: meter 1700 27 46631

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

with collars jointed with stiff mixture of cement mortar in the proportion

of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

149 19.6.2 150 mm dia. R.C.C. pipe meter 0 0

150 19.6.3 250 mm dia. R.C.C. pipe meter 0 0

151 MR-22 200 mm dia. R.C.C. pipe meter 1000 700 700000

152 19.6.4 300 mm dia. R.C.C. pipe meter 0 0

153 19.6.5 450 mm dia. R.C.C. pipe meter 0 0

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8

mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal

size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions total weight of cover and

frame to be not less than 38 kg (weight of cover 23 kg and weight of

156 19.7.1.2 With Sewer bricks conforming to IS : 4885 Each 0 0

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8

mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal

size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20mm nominal size) finished with a floating coat of neat

cement complete as per standard design :

Inside size 60x60 cm and 75 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions total weight of cover and

158 MR-23.1 frame to be not less than 38 kg (weight of cover 23 kg and weight of Each 20 8679 173577

frame 15 kg) With Sewer bricks conforming to IS : 4885

Inside size 30x30 cm and 75 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions total weight of cover and

159 MR-23.2 frame to be not less than 38 kg (weight of cover 23 kg and weight of Each 36 8679 312439

frame 15 kg) With Sewer bricks conforming to IS : 4885

Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement concrete

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

161 19.21 nominal size) cement plastered on both sides with cement mortar 1:3 (1 0

cement : 3 coarse sand), finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete :

162 19.21.1 For pipes 100 to 250 mm diameter Each 24 684 16409

163 19.21.3 For pipes 350 to 450 mm diameter Each 0 0

Constructing brick masonry road gully chamber 50x45x60 cm with

bricks of in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450 mm pre-cast R.C.C. horizontal grating with frame complete as

per standard design :

With common burnt clay F.P.S. (non modular) bricks class designation

Constructing brick masonry road gully chamber 50x45x60 cm with

bricks of in cement mortar 1:4 (1 cement : 4 coarse sand) including

500x450 mm pre-cast R.C.C. horizontal grating with frame complete as

per standard design :

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

SCHEDULE OF QUANTITIES FOR RAIN WATER HARVESTING PITS

(Structure in Brickwork)

173 A RAIN WATER HARVESTING PITS

174 Rain Water Harvesting system :

Construction of rain water harvesting size 3000x1200MM dia & 3000Mm

1 effective depth for the re-charging of storm water run off including the

civil work with following specification [Construction of Chamber].

176 De-Silting Chamber:

Providing and constructing masonry de-silting chamber 1000mm x

1200mm with required depth inside with 75 class designated brick work

in cement mortar 1:6 (1cement : 6 fine sand) with C.I double seal

medium duty 560mm dia manhole cover (2Nos.). top slab 1:2:4 mix

(1cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)

with minimum 1.5% reinforcement, foundation concrete 1:5:10 (1cement

: 5 fine sand:10 grade stone aggregate 20mm nominal size including

baffle wall, necessary excavation, back filling and disposal of surface

earth. Complete with inlet, outlet and overflow arrangement. Foot rest

@400mm c/c, grating of required size with 16mm sq.bars and frame

@20mm clear spacing fixed at month of pipe as per site conditions and

direction of Engineer in charge

Drilling percolation borehole 300mm dia with reverse rotary

method/direct rotary method (to be decided by the vendor as per

soil strata) in all types of soil up to 100 m (approx.) depth including cost

for mobilization of rig and making good the area upon completion of

work. Contractor shall arrange for all necessary tools, water and

consumable and laying for drilling.

180 Providing and laying pea gravel all around the casing pipe.

160 mm dia slotted UPVC pipe of 6 Kg/cm2 - 35 m -40m or as per site sub-

strata or set as per direction of Engineer- in charge

182 160 mm dia UPVC blind pipe of 6 Kg/cm2.

183 Rain Water Harvesting Well Filtration Chamber:

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Providing and constructing rain water harvesting well/filtration chamber

of size 3.5m dia x 3.5m eff. depth or as per approved drawings inside with

75 class designated brick work in cement motor 1:6 (1cement : 6 fine

sand) with 560mm dia C.I double seal medium duty manhole cover with

top slab 1:2:4 mix (1cement : 2 course sand :4 graded stone aggregate

20mm nominal size) with minimum 1.5% reinforcement , foundation

concrete 1:5:10 (1cement : 5 fine sand and 10 graded stone) aggregate

185 20mm nominal size including 300mm depth Boulder 10-20mm, 300mm

depth gravel 5-10mm size, 300mm depth coarse sand 1.5-2.0mm size

including necessary excavation, back filling and disposal of surface earth

complete with inlet, outlet, overflow arrangement pvc coated Foot Rest,

100mm dia deep holes @500mm c/c to be provided 1200 c/c above the

bottom of wall, 100mm C.I vent pipe -2m height with cowls.

Rate shall include excavation, back filling and all other operations

necessary for completing the job.

Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS :

1786 having minimum cross section as 23 mm x 25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with 30 x 20 x

15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete as per design.

Making connection of storm water line with external manhole including

breaking into and making good the walls, floors with cement concrete

1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm

190 nominal size) cement plastered on both sides with cement mortar 1:3

(1cement: 3 Coarse sand) finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete.

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Dismantling C.I. or asbestos rain water pipe with fittings and clamps

196 including stacking the material within 50 metres lead :

Dismantling G.I. pipes (external work) including excavation and

refillingtrenches after taking out the pipes, manually/ by mechanical

meansincluding stacking of pipes within 50 metres lead as per direction

ofEngineer-in-charge :

202 15.44.1 15 mm to 40 mm nominal bore metre Metre 124.1 0

203 15.44.2 Above 40 mm nominal bore metre Metre 134.25 0

Dismantling C.I. pipes including excavation and refilling trenchesafter

taking out the pipes, manually/ by mechanical means breakinglead

206 15.45 caulked joints, melting of lead and making into blocks includingstacking

of pipes & lead at site within 50 metre lead as per directionof Engineer-in-

207 15.45.1 Up to 150 mm diameter metre Metre 640 340.7 218048

208 15.45.2 Above 150 mm dia up to 300 mm dia metre Metre 200 448.15 89630

209 15.45.3 Above 300 mm diameter metre Metre 583.3

Dismantling steel cylinder R.C. pipes including excavation and refilling

trenches after taking out the pipes, manually/ by mechanical means

210 15.46 breaking lead caulked joints, melting of lead and making into blocks

including stacking of pipes & lead at site within 50 metres lead as per

direction of Engineer-in-charge :

211 15.46.1 Up to 600 mm diameter metre 600 574.85 344910

212 15.46.2 Above 600 mm diameter metre 1447.60

Dismantling asbestos cement pressure pipes including excavation and

refilling trenches after taking out the pipes manually/ by mechanical

means and stacking the pipes within 50 metres lead as per direction of

Engineer-in-charge :

214 15.47.1 Up to 150 mm diameter metre 273.80

215 15.47.2 Above 150 mm diameter metre 332.25

Taking out C.I. cover with frame from R.C.C. top slab of manholes of

various sizes including demolishing of R.C.C. work manually/ by

216 15.48 mechanical means and stacking of useful materials near the site and each 150 576.25 86437.5

disposal of unserviceable materials within 50 metres lead as per

direction of Engineer-in-charge.

Digitally signed by AMIT

SR.NO 2021/ DESCRIPTION OF ITEM UNIT Qty RATE DSR Amount NDSR Amount

Taking out C.I. cover with frame from R.C.C. top slab of inspection

chambers of various sizes including demolishing of R.C.C. work manually/

217 15.49 by mechanical means and stacking of useful materials near the site and each 100 336.25 33625

disposal of unserviceable materials within 50 metres lead as per

direction of Engineer-in-charge.

Dismantling of R.C.C. spun vent shaft including excavating the cement

concrete pit completely, taking out the shaft, refilling the excavated gap,

stacking the useful materials near the site and disposal of unserviceable

materials within 50 metres lead.

Dismantling of road gully chamber of various sizes including C.I. grating

with frame including stacking of useful materials near the

site and disposal of unserviceable materials within 50 metres lead

220 including refilling the excavated gap. each 60 791.65 47499

Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China)

including stacking of useful materials near the site and disposal of

222 unserviceable materials within 50 metres lead. each 142 744.60 105733.2

Dismantling of C.I. sluice valve including stacking of useful materials

224 within a lead of 50 metres

225 15.53.1 Up to 150 mm diameter each 264.65

226 15.53.2 Above 150 mm diameter each 976.60

Dismantling of spindle fire hydrant including stacking of useful materials

within 50 metres lead.

Dismantling of Kitchen Sink,washbasin along with bottle trap and pvc

229 MR-1 flexible drain pipe including stacking of useful materials within 50 each 500.00 0

Dismantling pvc pipes from exposed and chases manually/ by

230 MR-2 mechanical meansincluding stacking of pipes within 50 metres lead as metre 40.00 0

per direction ofEngineer-in-charge :

Dismantling of CP Fitting including stacking of useful materials within 50

Dismantling of Indian WC including stacking of useful materials within

50 metres lead.

Digitally signed by AMIT

DRAFT BOQ FOR MIG STAFF QUARTERS ( CBSE) AT BIRJ VIHAR, U.P.

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

A INTERIOR WORKS

1.0 FLOORING WORKS

40 mm thick marble chips flooring, rubbed and polished to

granolithic finish, under layer 28 mm thick cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5

mm nominal size) and top layer 12 mm thick with white, black,

chocolate, grey yellow or green marble chips of sizes from 7 mm

to 10 mm nominal size, laid in cement marble powder mix 3:1 (3

cement : 1 marble powder) by weight in proportion of 2:3 (2

cement marble powder mix : 3 marble chips) by volume,

including cement slurry etc. complete : (all work as per

instruction from EIC and flooring shall match the exsisting design

11.10.1 Dark shade pigment with ordinary cement

Terrazo flooring IN LIVING

ROOM/Passage/Corridor/bedroom or any other area

11.10.1 Dark shade pigment with ordinary cement Sqm 104 909.45 94245

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

1.2 11.41A 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 kg/sqm

including 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. ( Base rate Rs 55/sqft)

All work to be strictly done as per instruction from EIC, and

all patch work to match the exsisting designs of the

building and new work shall be approved from the EIC and

the architect prior to execution.

1.2.1 VITRIFIED TILE IN KITCHEN or any other area

11.41A.1 Glazed vitrified floor tiles polished finish of size

1.2.2 VITRIFIED TILE IN TOILET or any other area

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

1.3 11.41A Item same as above 1.1 and 1.2 but for 75 mm high skirting

Matching with flooring and with 12 mm thick cement

mortar 1:3 (1 cement : 3 coarse sand).

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

1.3.1 11.12 Marble chips skirting up to 30 cm height, rubbed and

polished to granolithic finish, top layer 6 mm thick with

white, black, chocolate, grey, yellow or green marble chips

of sizes from smallest to 4 mm nominal size, laid in cement

marble powder mix 3:1 (3 cement : 1 marble powder) by

weight in proportion of 4:7 (4 cement marble powder mix :

7 marble chips) by volume :

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

11.12.1 18 mm thick with under layer 12 mm thick in cement plaster 1:3

(1 cement : 3 coarse sand) :

11.12.1.1 Dark shade pigment with ordinary cement sqm 50 1563.70 78185

1.3.2 VITRIFIED TILE IN KITCHEN or any other area

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

1.4 11.26 KOTA STONE

Kota stone slab flooring over 25 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

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) ( Base rate Rs 40/sqft)

1.4.1 11.26.1 25mm Thick (500 x 500 Kota Stone Flooring) Unit terrace

1.4.2 MR Item same as above but for 75 mm high skirting Matching

with Kota stone flooring and with 12 mm thick cement Rm 50 1100.00 55000

mortar 1:3 (1 cement : 3 coarse sand).

NOTE: Staircase and common area untouched

TOTAL FOR FLOORING WORKS 500755

2.0 WALL TILE /DADO WORKS

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

Providing and fixing Ist 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

2.1 VITRIFIED TILE IN TOILET/M. TOILET or any other area - TILE

Glazed Vitrified tiles Matt/Antiskid finish of size

Size of Tile as per existing Sqm 250 1063.45 265863

2.2 VITRIFIED TILE IN KITCHEN or any other area - TILE TILL HT-

Size of Tile as per existing Sqm 220 1063.45 233959

TOTAL FOR WALL TILE DADO WORKS 499822

3.0 PLASTER & PAINTING

3.1 13.13 Providing and applying 12 mm thick cement plaster to

ceiling in cement mortar 1:4 (1cement : 1.33 coarse

sand:2.67 fine sand) finished smooth in line & level including

hacking of RCC surfaces, making groove at the junction of

ceiling & wall/ boxing edge and curing, all lead and lifts

complete to the satisfaction of the EIC.

12 mm cement plaster 1:2 (1 cement : 2 stone dust). Sqm 100 325.80 32580

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

3.2 13.2 Providing and applying 15mm thick cement plaster to

Full/Half Brick or Block Work in cement mortar 1:4 (1 cement

: 3 coarse sand: 1 fine sand) finished smooth in line & level

including hacking of RCC surfaces, making dripcourse,

edges and curing, all lead and lifts complete to the

satisfaction of the EIC.

13.2.1 1:4 (1 cement: 4 fine sand) WALL Sqm 111 339.70 37665

3.3 13.37 Providing & applying White wash with lime, three or more

coats at all floor levels to give an even shade including

cleaning rendering & preparation of smooth surface ,

providing & mixing DDL binder or any other adhesive/glue

as approved, pigment as specified including ,erection and

dismantling of scaffolding ,working platforms as necessary

complete to the satisfaction of the Project

Manager.Nothing extra shall be payable for repairing &

touch-ups till handing over. (PL,El Shaft/Parapet

13.37.1 New work (three or more coats) Sqm 500 32.45 16225

3.4 13.26 Providing and applying plaster of paris putty of 2 mm

thickness over plastered surface to prepare the surface

even and smooth complete.

Two coat- Wall Sqm 840 214.30 180012

Two coat- Ceiling Sqm 840 214.30 180012

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

3.5 13.83 Providing and applying two or more coats (as specified

below)WHITE PAINT FINISH or approved brand,

manufacturer, colour and shade to give a smooth finish on

plastered/concrete/block surfaces along with 02 coats of

approved putty (JK weatherproof or equivalent), 01 coat of

primer including the cost of preparing the surfaces, along

with sand papering wherever required, including

thoroughly brushing the surface free from foreign matter,

sandpapering smooth, filling in all holes and cracks etc.

complete., rate to include all tools, labour, cup-lock

scaffoldings as required, complete as directed by the

Two coat- Ceiling Sqm 840 121.55 102102

TOTAL FOR PLASTER & PAINT WORKS 650698

4.0 JOINERY WORKS (UPVc Door & Windows)

4.1 14.2 Fixing chowkhats in existing opening including embedding

chowkhats in floors or walls cutting masonry for holdfasts,

embedding hold fasts

in cement concrete blocks of size 15 x 10 x 10 cm with

cement concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size), painting

two coats of approved wood preservative to sides of

chowkhats and making good the damages to walls and

floors as required complete, including disposal of rubbish to

dumping ground, all complete as per direction of Engineer-

14.2.1 hold fasts - Window each 364 1505.30 547929

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

4.2 9.147A Providing and fixing factory made uPVC white colour

casement/casement cum fixed glazed windows

comprising of uPVC multi-chambered frame,

sash and mullion (where ever required) extruded profiles

duly reinforced with 1.60 ± 0.2 mm thick galvanized mild

steel section made from roll forming process of required

length (shape & size according to uPVC profile), uPVC

extruded glazing beads of appropriate dimension, EPDM

gasket, stainless steel (SS 304 grade) friction hinges, zinc

alloy (white powder coated) casement handles, G.I

fasteners 100 x 8 mm size for fixing frame to finished wall,

plastic packers, plastic caps and necessary stainless steel

screws etc. Profile of frame & sash shall be mitred cut and

fusion welded at all corners, mullion (if required) shall be

welded including drilling of holes for fixing hardware's and

drainage of water etc. After fixing frame the gap between

frame and adjacent finished wall shall be filled with

weather proof silicon sealant over backer rod of required

size and of approved quality, all complete as per

approved drawing & direction of Engineer-in-Charge.

(Single / double glass panes and silicon sealant shall be

paid separately). Variation in profile dimension

in higher side shall be accepted but no extra payment on

this account shall be made.

Note: For uPVC frame, sash and mullion extruded profiles

minus 5% tolerancein dimension i.e. in depth & width of

profile shall be acceptable.

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

4.6 9.147A.1 Casement window single panel with S.S. friction hinges

(300 x 19 x 1.9 mm), made of (small series) frame 47 x 50

mm & sash 47 x 68 mm both having wall thickness of 1.9 ±

0.2 mm and single glass pane glazing bead of appropriate

dimension. (Area of window upto 0.75 sqm.)

TOTAL FOR JOINERY WORKS 3054429

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

5.0 MODULAR KITCHEN (Modular kitchen only under the

existing counter)

5.1 Supplying pre-fabricated / factory made modular kitchen

units below existing kitchen platform/counter (approxi. 750

mm in height and 700 mm in depth) as per the following

specifications and enclosed sketch.  The frame work of

the cabinets including drawer fascia/ sides/bottom, shelves

etc. shall be made out of 16 mm thick Marine plywood (

Century plywood, Kit Gold, Greenply, Western India

Plywood, AEON or approved equivalent make).  Shutters

shall be made out of 16 mm thick Marine plywood (Century

plywood, Kit Gold,

Greenply, Western India Plywood, AEON or approved

equivalent make). Each shutter shall be fixed to the

framework using two numbers of best quality EURO type

Slip/Auto Hinges (Ebco, Hettich, Hafele or approved

equivalent make) and provided with one approved

quality and profile brush finished Stainless Steel (SS)

handle of grade 304 (minimum 150 mm long)

 Each drawer fascia shall be made out of 16 mm thick

Marine plywood (Century plywood, Kit Gold, Greenply,

Western India Plywood, AEON or approved equivalent

make) and approved quality and make SS 304 grade

baskets / accessories (Hettich, Ebco, Hafele or approved

equivalent make) shall be mounted on approved quality,

high precision telescopic channels/slides (Ebco,

Hettich, Hafele or approved equivalent make) to be

designed as per drawer size and to meet the weight

requirement with minimum length of 500 mm to ensure

smooth movements of drawer with /without content

weights and provided with approved quality 150mm size SS

handles of grade 304. The telescopic channel rails may

be provided as per specifications.

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

In each kitchen there should be a minimum of 1No.

perforated Cutlery basket(4” size), 1 No. cup & saucer

basket(6” size), 1 No. 'Thali' basket(8” size), 4 Nos of plain

multipurpose baskets(8” size), 1 No. three tier oil/masala

‘Pull out’, 1 No. 2 tier detergent ‘Pull out’, 1 No.

shutters below the sink with bin holder(Dia 250mm,

Height 145mm), 1 No foldable shutter at the mid corner

portion for gas cylinder & 2 Nos plain shutters each at both

wall 1 and wall 2. The shutters shall be of 16-18mm Marine

plywood fascia/ sides/bottom as required as per the

drawings given.  All the stainless steel baskets

shall be of maximum size which can be accommodated

in the respective space available inside each cabinets

for smooth functioning of railing. The Stainless Steel

rods provided in the baskets shall be of combination of

5.5mm dia and 2.8mm dia rods and the spacing of these

various steel rods in the baskets shall not be less than

that of the samples' baskets available with the

Bank(Tenderers are advised to view the baskets available

with the bank before quoting rate).

All shelves shall be supported on approved quality Stainless

Steel(SS) pins and shall be adjustable for various height

Digitally signed by AMIT

DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

The unit shall be firmly fixed to the walls/slabs/floor using

non-corrossive metal screws of appropriate size and rawl

All exposed surfaces and internal surfaces of the units

shall have machine pressed lamination having thickness

1mm and 0.8mm respectively of approved shade and

make (Merino, Greenlam or approved equivalent) and

pasted with synthetic resin based adhesive (Fevicol,

Vamicol or approved equivalent) etc.

The thickness of four edge PVC lipping for shutters and

drawer fascia shall be 2mm thick, thickness of edge

lipping of carcass/ plywood partition should be 0.8mm

and thickness of four edge lipping around the rebate of

glass shutter shall be 0.6mm. The lippings/banding shall

match with the external laminate shade.

All faces and edges of Kadappah support slabs below the

kitchen slab, wooden planks for supporting telescopic

channel rails and wooden fillers shall be painted with a

coat of synthetic enamel primer and two coats of white

colour synthetic enamel paint.

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DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

Payment shall be made on the basis of front elevation area

of modular units only. It is clarified that sides, top and

bottom surfaces will not be measured for payment.

The wooden frame for shutter shall be made of minimum 70

mm wide marine plywood with lamination, wherever

required. The telescopic channel shall be supported with 75

mm wide vertical and horizontal marine plywood members

with laminate fixed on vertical Kadaph stone. If there is a

need of erecting additional vertical marine plywood

members with laminate on account of site conditions, the

quoted rate shall have provision of carrying out these

All necessary hardwares, wooden members with required

thickness for fixing telescopic channel rails and filling the

gaps shall be included in the quoted rate.

The quoted rate shall include making of vertical partition

below the existing kitchen slab with 16 mm thick marine

plywood if necessary to accommodate modular kitchen

units as per the requirement.

5.2 Installation, testing, commissioning of all above kitchen

modular units at item nos 1above, along with all

accessories, hardwares and fittings including additional /

extra equipment and commissioning inclusive of all taxes,

service tax etc. complete. The additional details are as

Necessary openings/cuttings shall be made on the frame

work/granite bozing and Kadappah shelves to insert or

accommodate or fix modular units and other accessories.

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DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

The quoted rate shall include application charge of

painting of all faces and edges of Kadappah support slabs

below the kitchen slab, wooden planks for supporting

telescopic channel rails and wooden fillers with one coat

of synthetic enamel primer and two coats of synthetic

Minor gaps/grooves if any, shall be filled with white cement

paste and matching shade of skirting or floor tiles.

The quoted rate shall include the labour charges for filling

the gaps between modular unit and supporting vertical

Kadappah slab with wooden members.

Mode of Measurement – The total work in one kitchen of a

flat will be treated as one job. (job shall be done as per 58 50000.00 2900000

direction from EIC and approval of all drawings and

samples to be taken before from the architect Nos

TOTAL FOR MODULAR KITCHEN 2900000

TOTAL FOR INTERIOR WORKS 7605704

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DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

B EXTERIOR WORKS

1.0 BOUNDARY WALL

13.20 PEBBLE DASH PLASTER

Pebble dash plaster upto 10 m height above ground level

with a mixture of washed pebble or crushed stone 6 mm to

12.5 mm nominal size, dashed over and including fresh

plaster in two layers under layer 12 mm cement plaster 1:4

(1 cement : 4 coarse sand) and top layer 10 mm cement

plaster with cement mortar 1:3 (1 cement : 3

fine sand) mixed with 10% finely grounded hydrated lime

by volume of cement.

Boundary wall Sqm 250 705.90 176475

2.8 Earth work in excavation by mechanical means (Hydraulic cum

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 12 286.85 3328

upto 1.5 m, including getting out the excavated soil and

disposal of surplus excavated soil as directed, within a lead

2.8.1 All kinds of soil.

2.25 Filling available excavated earth (excluding rock) in cum

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

exceeding 20cm in depth, consolidating each deposited 9 253.95 2264

layer by ramming and watering, lead upto 50 m and lift

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone cum

1.2.3 aggregate 40 mm nominal size)

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DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding cum

manufactured sand derived from Recycled Concrete

Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 9 8180.85 71813

mm nominal size of Recycled Concrete Aggregate (RCA)

5.9 Centering and shuttering including strutting, propping etc. Sqm

1.2.5 and removal of form for all heights

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

1.2.6 concrete

5.22 Steel reinforcement for R.C.C. work including straightening, Qtl.

cutting, bending, placing in position and binding all 6 8895.91 50940

1.2.7 complete upto plinth level.

TOTAL FOR BOUNDARY WALL 378849

2.0 MS STEEL WORKS

(Quoted Rates are for all heights, all depths, all levels)

2.1 10.25 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.

10.25.1 Steel work welded in built up section framed work with MS

square/ round bars, pipes, tubes and like including cutting,

hoisting, fixing in position by suitable means and applying

two or more coats of synthetic enamel paint of approved

colour and brand over zinc chromate steel primer on

structural steel etc., as required as per drawings at all floors/

levels. In main building. In Staircases.

2.2 10.25.2 In railing, grating frames, grills, ladders, louvers, guard bars,

brackets, gates, sleeves etc.

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DSR NO DESCRIPTION UNIT QTY RATE AMOUNT

Providing and fixing MS grill of required pattern in frames of

Door/ windows etc., with MS flats square or round bars with

round headed bolts and nuts or by screws complete at all

2.2.2 Boundary Railing kg 1497 142.30 212999

TOTAL FOR MS STEEL WORKS 638359

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