Construction of 08 Units Type II Quarters along with Boundary wall at Rangra (RGZ) under the jurisdiction of DEN/Central/CKP

A-Execution of all works covered under CPWD DSR 2021 Items (except

B-Execution of all works covered under CPWD DSR 2021 Items (For

Item- 1 Construction of 8 Units Type II Quarters at Rangra

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 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-in-charge.

2.27 Supplying and filling in plinth with sand under cum 64 2161.2 138316.8

2 floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from

natural sources)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

4.2 struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks,

plain window sills, fillets, sunken floor etc., up

to floor five level, excluding the cost of

centering, shuttering and finishing:

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 160 307.95 49272

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 640 766.55 490592

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 480 608.35 292008

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 320 804.25 257360

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 16 9673.5 154776

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

10 cost of required centering, shuttering but ,

excluding cost of reinforcement with 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).

5.33S DESIGN MIX CONCRETE

CKP-DIVN-ENGG/SOUTH EASTERN RLY

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 concrete to site of laying, curing, carriage

5.33 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.

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 1.10 times

of the specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 64 8683.8 555763.2

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 160 10306.2 1648992

content of 330 kg /cum

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

6.26S EXPOSED BRICK WALL

6.47 Providing and laying Autoclaved Aerated cum 475 6994.15 3322221.25

concrete blocks (AAC) masonry

150mm/230mm/300 mm thick AAC with

Grade-1 blocks of density 551-650 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 mortar all complete as per direction

of Engineer-in-Charge. (The payment of RCC

band and reinforcement shall be made for

9.0 WOOD AND P.V.C. WORK

Providing and fixing 25 mm thick shutters for

cup board etc. :

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

9.20 construction with frame of 1st class hard wood

and well matched teak 3 ply veneering with

vertical grains or cross bands and face

veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Sqm 48 3086.1 148132.8

Steel butt hinges with necessary screws

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including

priming coat with approved steel primer all

9.105S GYPSUM BOARD PARTITIONS

CKP-DIVN-ENGG/SOUTH EASTERN RLY

9.121 Providing and fixing Fiber Glass Reinforced Metre 48 702.6 33724.8

plastic (FRP) Door Frames of cross-section 90

mm x 45 mm having single rebate of 32 mm x

15 mm to receive shutter of 30 mm thickness.

The laminate shall be moulded with fire

resistant grade unsaturated polyester resin

and chopped mat. Door frame laminate shall

be 2mm thick and shall be filled with suitable

wooden block in all the three legs. The frame

shall be covered with fiber glass from all sides.

M.S. stay shall be provided at the bottom to

steady the frame.

9.122 Providing and fixing to existing door frames.

9.122.1 30 mm thick Glass Fibre Reinforced Plastic Sqm 16 3496.75 55948

(FRP) panelled door shutter of required colour

and approved brand and manufacture, made

with fire - retardant grade unsaturated

polyester resin, moulded to 3 mm thick FRP

18 laminate for forming hollow rails and styles,

with wooden frame and suitable blocks of

seasoned wood inside at required places for

fixing of fittings, cast monolithically with 5 mm

thick FRP laminate for panels conforming to IS:

14856, including fixing to frames.

10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door

with frame of 40x40x6 mm angle iron and 3

mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete,

including applying a priming coat of approved

10.5.1 Using M.S. angels 40x40x6 mm for diagonal Sqm 16 4781.15 76498.4

Providing and fixing pressed steel door frames

conforming to IS: 4351, manufactured from

commercial mild steel sheet of 1.60 mm

thickness, including hinges, jamb, lock jamb,

bead and if required angle threshold of mild

steel angle of section 50x25 mm, or base ties

of 1.60 mm, pressed mild steel welded or

rigidly fixed together by mechanical means,

including M.S. pressed butt hinges 2.5 mm

thick with mortar guards, lock strike-plate and

shock absorbers as specified and applying a

coat of approved steel primer after pre-

treatment of the surface as directed by

Engineer-in-charge:

10.14.1 Profile B

10.14.1.1 Fixing with adjustable lugs with split end tail to Metre 280 444.5 124460

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 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, Kg 640 142.3 91072

brackets, gates and similar works

Providing and fixing hand rail of approved size

by welding etc. to steel ladder railing, balcony

10.26 railing, staircase railing and similar works,

including applying priming coat of approved

11.0 FLOORING

11.37S CERAMIC GLAZED TILES

CKP-DIVN-ENGG/SOUTH EASTERN RLY

11.37 Providing and laying Ceramic glazed floor tiles Sqm 120 935.6 112272

of size 300x300 mm (thickness to be specified

by the manufacturer) of 1st quality conforming

to IS : 15622 of approved make in colours such

as White, Ivory, Grey, Fume Red Brown, laid

on 20 mm thick cement mortar 1:4 (1 Cement

: 4 Coarse sand), Jointing with grey cement

slurry @ 3.3 kg/sqm including pointing the

joints with white cement and matching

pigment etc., complete.

11.37A Providing and fixing 1st quality ceramic glazed Sqm 120 938.5 112620

floor 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.

11.41S VITRIFIED FLOOR TILES

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 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.

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 (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.

11.56.1 Polished Granite stone slab colour of Black, Sqm 16 3908.8 62540.8

Cherry/Ruby Red or equivalent

12.0 ROOFING

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the

12.40 masonry surrounded with 12 mm thick cement

mortar of the same mix, as that of masonry

(lead caulking will be paid for separately):

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

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.25 Extra for plastering:

CKP-DIVN-ENGG/SOUTH EASTERN RLY

13.26 Providing and applying plaster of paris putty of Sqm 880 214.3 188584

2 mm thickness over plastered surface to

prepare the surface even and smooth

Distempering with 1st quality acrylic distemper

(ready mixed) having VOC content less than

13.42 50 gms/litre, of approved manufacturer, of

required shade and colour complete, as per

manufacturer's specification.

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 640 97.6 62464

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.2 Painting wood work with Deluxe Multi Surface Sqm 120 144.9 17388

Paint of required shade. Two or more coat

32 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @0.75 ltr/10 sqm of

approved brand and manufacture

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 80 140.05 11204

Paint to give an even shade. Two or more coat

33 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

16.0 ROAD WORK

16.49S MISCELLANEOUS

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

16.91 compacted bed of sand, compacting and

proper 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 as per direction of Engineer-in-Charge.

16.91.1 60mm thick cement concrete paver block of Sqm 96 932.35 89505.6

34 M-35 grade with approved colour, design &

17.0 SANITARY INSTALLATIONS

Providing and fixing white vitreous china

pedestal type water closet (European type

W.C. pan) with seat and lid, 10 litre low level

white P.V.C. flushing cistern, including flush

17.2 pipe, with manually controlled device (handle

lever), conforming to IS : 7231, with all fittings

and fixtures complete, including cutting and

making good the walls and floors wherever

17.2.1 W.C. pan with ISI marked white solid plastic Each 8 5540.55 44324.4

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32 mm

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.2 White Vitreous China Wash basin size 630x450 Each 16 1913.75 30620

mm with a single 15 mm C.P. brass pillar tap

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Providing and fixing Stainless Steel A ISI 304

(18/8) kitchen sink as per IS:13983 with C.I.

brackets and stainless steel plug 40 mm,

including painting of fittings and brackets,

cutting and making good the walls wherever

17.10.1 Kitchen sink with drain board

Providing and fixing white vitreous china water

closet squatting pan (Indian type) :

Providing and fixing P.V.C. low level flushing

cistern with manually controlled device

(handle lever) conforming to IS : 7231, with all

fittings and fixtures complete.

Providing and fixing P.V.C. waste pipe for sink

17.28 or wash basin including P.V.C. waste fittings

17.28.1 Semi rigid pipe

17.71 Providing and fixing PTMT liquid soap Each 16 146.3 2340.8

container 109 mm wide, 125 mm high and 112

mm distance from wall of standard shape with

bracket of the same materials with snap

fittings of approved quality and colour,

weighing not less than 105 gms.

Providing and fixing PTMT towel rail complete

with brackets fixed to wooden cleats with CP

brass screws with concealed fittings

arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 Each 16 573.6 9177.6

42 mm, 78 mm wide and effective height of 88

mm, weighing not less than 170 gms

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete with

G.I. fittings and clamps, i/c cutting and making

good the walls etc.-Internal work - Exposed on

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all floor Litre 8000 9.7 77600

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

Item- 2 Construction of Boundary Wall at Rangra

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.6 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-in-charge.

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

derived from natural sources: 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.5 Lintels, beams, plinth beams, girders, Sqm 87.42 608.35 53181.96

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 699.32 804.25 562428.11

13.0 FINISHING

Distempering with 1st quality acrylic

distemper, 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.

Schedule B-Execution of all works covered under CPWD DSR 2021 Items (For supply of

Item- 1 Construction of 8 Units Type II Quarters at Rangra

S No. Item No Description of Item Unit Qty Rate Amount

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 10600 89.65 950290

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 13920 89.65 1247928

Fe-500D or more.

CKP-DIVN-ENGG/SOUTH EASTERN RLY

Item- 2 Construction of Boundary Wall at Rangra

S No. Item No Description of Item Unit Qty Rate Amount

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 1456.92 89.65 130612.88

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 4953.52 89.65 444083.07

Fe-500D or more.