Building

Name of Work :- Construction of Dr. Ambedkar Hall Bakshi Panch Vistar to

Koli Patel, Mer Samaj Vadi at Village Hasnnagar Ta. Bavla Dist. Ahmedabad

Memorandum Showing items of Works to be Carried out

Sr. Item of Work Quantities Unit Tender Total

No. estimated RatesIn Amount

but may Figures According to

be more Rs.P.S. Estimated

or less Quantities

1 Item no- 1 Excavation for foundation upto 1.50 mt 27.970 Cum 149.67

depth including sorting out and stacking of

useful materials and disposing the excavated

stuff upto 50 mt lead (B) Dense or Hard soil {

2 Item no- 2 Excavation for foundation for depth 6.480 Cum 256.12

from 1.5 m to 3.0 m including sorting out and

stacking of useful materials and disposing off th

excavated stuff upto 50 Meter lead.(C) Hard

3 Item no- 3 Filling in foundation and plinth with 5.000 Cum 460.19

sand in layers of 20 cm. Thickness including

watering ramming and consolidating etc. comp.

4 Item no- 4 Filling available excavated Earth 14.720 Cum 130.39

(Excluding Rock ) in trench plinth side of

foundation . in layer not excluding 20 cm in depth

consolidation each deposited layer by ramming

and watering etc. complete

5 Item no- 5 Filling foundation and plinth with 9.980 Cum 289.06

murrum or selected soil in layer of 20 cm in

thickness including ramming watering and

consolidating etc. complete

6 Item no- 6 Providing and laying brick bat cement 3.740 Cum 2986.00

concrete 1:3:6 (1- Cement : 3- Coarses sand : 6-

Brick bats) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

7 Item no- 7 Providing and laying controlled 8.100 Cum 4886.48

cement concrete M-250 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

in foundation footings, Raft, base of columns

and mass concrete.

8 Item no- 8 Providing and laying controlled 0.270 Cum 8505.50

cement concrete M-250 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

in Columns, pillars posts and struts G.FLOOR

9 Item no- 9 Providing and laying cement concrete 4.720 Cum 2785.69

1:4:8 (1 cement : 4 coarse sand : 8 Machine

Crushed stone aggregates 40 mm. nominal size)

and curing complete excluding cost of from work

in :(a) Foundation and plinth

10 Item no- 10 Providing and laying controlled 1.520 Cum 8738.98

cement concrete M-250 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

in Columns, pillars, posts and struts up to floor two

level for Columns For All Floors.

11 Item no- 11 Providing and laying controlled 2.900 Cum 5828.59

cement concrete M250 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

For Ground And Plinth Beams

12 Item no- 12 Providing and laying controlled 2.900 Cum 6222.39

cement concrete M200 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

in BEAMS For All Floor.

13 Item no- 13 Providing and laying controlled 0.780 Cum 6170.77

cement concrete M-200 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

For Lintels in All Floors

14 Item no- 14 Providing and laying controlled 0.200 Cum 6170.77

cement concrete M-200 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

For Chhajja in All Floors

15 Item no- 15 Providing and laying controlled 3.740 Cum 6714.00

cement concrete M250 and curing complete

including the cost of form work but excluding the

cost of reinforcement for reinforced concrete work

for Slab All floors

16 Item no- 16 Providing T M T. bar reinforcement of 1889.700 Cum 76.21

Fe-500 for R.C.C. work including bending binding

and placing in position complete up to All floor

17 Item no- 17 Brick work using common Brunt 6.910 Cum 4021.02

clay building bricks having crushing strength not

less than 35 Kg./Sq.cm In foundation and plinth

in cement mortar 1:6 (1cement : 6 fine sand)(b)

18 Item no- 18 Brick Work using Common Burnt 16.990 Cum 4295.99

Clay Building Bricks having crushing strength not

less than 35 Kg/sm. in super structure Above plinth

level up to floor two level in cement mortar (1:6)

( 1 cement : 6 fine sand) (Conventional) For All

19 Item no- 19 Providing and fixing Door in Granite 2.520 Sqm 3358.87

frame for durable grip of shutter with Single

shutter of factory made & stamped I.S 12823 grade

one, type one 35 mm thick solid core , melamine

faced , three layered resin, flushed door, having

decorative lamination on both sided and "U" type

2mm th. 35mm X 35 mm specially shaped molded

colored anodized aluminium beading fixed around

the door,"novapan" or equivalent company holding

licence for minimum 5 years warranty including

cm long Stainless Steel pipe handle on both side SS

ASIS 304 Grade, SS Stopper 20 CM,SS Aldrop

30CM both side, SS Hinges 3No`s in each shutter

& fixtures & fastenings as directed by Engineer in

Charge, etc. complete for Door. (Granite frame

shall be measured Separately)

20 Item no- 20 Providing and fixing Jindal Deluxe 4.320 Sqm 3631.77

27 mm series or eqivalent Three track

Alluminium window with Frame outer top

bottom and side member size 91 x 45 mm Jindal

section no - 21401 , with sliding shutters of single

glass shutter top bottom & side member size 65 x

28 mm Jindal section No - 21481 & Inter lock

member size 37 x 31.75 mm Jindal section no -

19442 with 5 mm thick transparent bronze colour

tinted float glass for Shutter with Colou Anodized

aluminum Section, Fittings, Fixtures,Rubber

Gasket and transparent silicon sealant glass fixing

to frame as per drawing and instruction of Engineer

- in - charge etc. complete.For W1

21 Item no- 21 Providing and fixing Safety Grills of 108.000 Kg. 107.29

required pattern for windows/door using M.S.

polished bars,Rectangular CRC Pipes of size

50mm x 30mm x 2mm or Required at required

spacing as per design and hold fast with coach bolts

including one coat of primer and two coats of matt

finished oil painting etc. complete.

22 Item no- 22 Providing and laying 600 mm x 24.960 Sqm 1189.88

600 mm Full Body Vitrified Tiles flooring over

20 mm (average) base of cement mortar 1:6 (

cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including

dismantling of existing flooring and jointed with

colour cement slurry including finished with flush

pointing & cleaning the surface etc. complete Light

(10%DARK COLOUR TILES FOR PATTERN)

23 Item no- 23 Providing and laying Vitrified granite 2.060 Sqm 1141.45

tiles 8mm to 10 mm thick in skirting risers of

steps and dedo on 10 mm. thick cement plaster

1:3 (1 cement : 3 coarse sand) pointing in white

cement and jointed with white cement slurry

{Glazed Vitrified Tiles / Full Body Vitrified tiles

MATCH TO FLOORING}

24 Item no- 24 Providing and fixing Machine cut, free 6.400 Sqm 2518.17

edges, Polished Granite stone slab flooring 18 mm

thick laid on 20 mm thick cement mortar 1:6 (

cement:6 coarse sand) for Trade & Riser including

Half Round moulding front edge of trade jointed

with matching pigment & cement slurry including

rubbing and polishing finishing etc. complete.

26 Item no- 25 Providing and fixing machine cut, free 5.940 Sqm 2700.79

edges, mirror polished Granite stone slab 18 mm

thick for vertical wall/Doors/Windows Sill,Jams

for cladding as per design including full moulded

round inside edge and laid on 10 mm thick cement

mortar 1:3 ( 1 cement: 3 coarse sand) jointed with

grey cement slurry including rubbing and polishing

finishing etc. complete.

27 Item no- 26 Providing 15mm thick cement plaster 69.480 Sqm 224.79

in single coat on Rough (Similar)side of single or

half brick walls for interior plastering upto floor

two level and finished even and smooth in

finishing with a floating coat of neat cement slurry.

(i) Cement mortar 1:3 (1-cement:3 sand) , 10x10

mm grooves etc. complete. for All Floors

28 Item no- 27 Providing 10 mm thick cement 24.960 Sqm 201.88

plaster in single coat on Ceiling / sofit of stair

for interior plastering finished even and smooth

(ii) Cement mortar 1:3 ( 1-cement , 3 - sand )for

29 Item no- 28 Applying two coats of Birla or Asian 92.380 Sqm 119.82

acrylic lappy (putty) and two coats of primer &

Wall painting ( two coats) with plastic emulsion

paint of approved brand and manufacture on

wall surfaces to give an even brushing the surface

free from mortar droppings and other foreign

matter and sand papered smooth.

30 Item no- 29 20 mm. Thick sand faced GUTAKA 111.000 Sqm 300.66

FINISHED cement plaster on walls upto 10 mt

height above ground level consisting of 12 mm.

Thick backing coat of c.m. 1:3 (1 cement : 3 sand)

and 8 mm. Thick finishing coat of c.m. 1:1 (1

cement : 1 sand) including making groove

mm wide and 8 mm deep as approved pattern

etc. complete as directed.

31 Item no- 30 Finishing wall with weather proof 111.000 Sqm 114.53

exterior emulsion paint on wall surface (two

coats) to give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials etc

32 Item no- 31 Proving & Fixing Chicken mesh for 18.540 Sqm 283.61

joint between brick work & RCC work fixing with

nail & GI washer as per director in Charge

34 Item no- 32 Providing and fixing to wall, ceiling 5.000 Rmt. 246.57

and floor galvanised mild steel tubes (Medium

grade) of the following nominal bore, tube,

fittings and clamps included making good the wall,

ceiling and floor.(A) 15 mm.

35 Item no- 33 Marble Number Plate 1.000 No. 156.63

Rs. Five Lacs Eighty Seven Thousand Seven Hundred Thirty One & Paisa Seventy Six Only

% above/ below percent (Should be wrriten in figures and words) of the estimated rate mentioned above.

Amount of my/ our tender works out as under.

*Estimated Amount *Estimated Amount

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other specifications

of Division or as directed.

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Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last column

should be struck by the contractor under his signature.

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Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Dholka Ahmedabad