ESTIMATING AND COSTING WITH APPROXIMATE QUANTITY OF

PROPOSED CONSTRUCTION OF RESIDENTIAL BUILDING OF MAYJUDDIN SEKH, S/O-ICHHA SEKH AT VILL-BANGARIA,

P.S. :NAKASHIPARA, DIST.: NADIA,741126 W.B. AT PLOT NO : 437/1640 IN KHATIAN NO : 2934 OF JL NO- 075/BANGARIA
MOUZA UNDER BIRPUR-II G.P & GROUND FLOOR AREA -810 SQ FT, TOTAL LAND AREA- 4356 .

SL.No. DESCRIPTION OF ITEMS QUANTITY RATE(Rs.) UNIT AMOUNT

1 Page no-1, Item no-2(a)

Earth work in excavation of foundation trenches or drains, in all
sorts of soil (including mixed soil but excluding laterite or
sandstone) including removing, spreading or stacking the spoils
within a lead of 75 m. as directed. The item includes necessary
trimming the sides of trenches, levelling, dressing and ramming the
bottom, bailing out water as required complete. (a) Depth of
excavation not exceeding 1500 mm.
89.26 Cu.M. 12047.00 Cu.M. Rs. 10753.15
2 Page no-45, Item no-13
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp
proof course or below flooring or roof terracing or in foundation or
in foundation trenches.

38.69 Sq.M. 17.22 Sq.M. Rs. 666.24

3 Page no-11, Item no-1
Single brick flat soling of picked jhama bricks including ramming
and dressing bed to proper level and filling joints with powdered
earth or local sand.

71.12 Sq.M. 343.00 Sq.M. Rs. 24394.16

4 Page no-11, Item no-4(a)
Cement concrete with graded jhama khoa (30 mm. Size)
excluding shuttering. (a) 1:3:6 proportion (1) In ground floor.
113.15 Cu.M. 5137.00 Cu.M. Rs. 581251.55
5 Page no-29, Item no-22(a)
Brick work with 1st class bricks in cement morter (6:1) (a) In
foundation and plinth. (1) In ground floor. Frist floor
36.500 Cu.M. 5273.00 Cu.M. Rs. 192464.50
6 Page no-01, Item no-3(a)
Earthwork in filling in foundation trenches or plinth with good
earth in layers not exceeding 150 mm including and ramming etc.
layer by layer complete. (a) With earth obtain from excavation of
foundation. 109.23 Cu.M. 7831.00 Cu.M. Rs. 8553.80
7 Page no-45, Item no-11
25mm. thick damp proof course with cement concrete with stone
chips (1:11/2:3) [with graded stone aggregate 10mm nominal size]
and admixture of water proofing compound as per manufacturer's
specification followedby two coat of polymer based paint, (1st coat
after 4 to 5 days of concrete laying and 2nd coat just before brick
masonry work) as directed (cost of water proofing compound &
polymer based paint to be paid separately). (Chequering not required
over concrete or painted surface).
17.22 Sq.M. 213.00 Sq.M. Rs. 3667.86
8 Page no-31, Item no-29
125 mm thick brick work with 1st class bricks in cement morter
(4:1) (i) In ground floor. & Frist floor
64.56 Sq.M. 728.00 Sq.M. Rs. 46999.68
9 Page no-26, Item no-12(a)
Hire and labour charges for shuttering with centering and
necessary staging up to 4 m. using approved stout props and thick
hard wood planks of approved thickness with required bracing for
concrete slab, beams columns lintels curved or straight including
fitting, fixing and striking out after completion of work.(a) 25 to 30
mm th. wooden shuttering as per direction of E .I. C. (i) In
ground floor. & Frist floor
135.33 Sq.M. 354.00 Sq.M. Rs. 47906.82
C/O Total Rs. 916657.76
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SL.No. DESCRIPTION OF ITEMS QUANTITY RATE(Rs.) UNIT AMOUNT
10 Page no-27, Item no-15(a)(i)
Reinforcement for reinforced concrete work in the all sorts of
structure including distribution bars, stirrups, binder etc.
including supply of rods, initial straightening and removal of
loose rust ( if necessary), cutting to requisite length, hooking
and bending to correct shape, placing in proper position and
binding with 16 gauge black annealed wire at every intersection,
complete as per drawing and direction. (i)Tor steel / Mild Steel
(a) For work in foundation basement & upto roof of ground
floor upto 4m & In First Floor.
6.500 M.T. 52000.00 M.T. Rs. 338000.00
11 Page no-14, Item no-7(i)
Ordinary cement concrete (mix 1:1.5:3) withgraded stone chips (20
mm nominal size) excluding shuttering and reinforcement if any,
as per relevent IS codes. (i) Pankur Variety (i) In ground floor.
& In First Floor.

89.33 Cu.M. 4645.02 Cu.M. Rs. 414939.63

12 Page no-173, Item no-21(A)(i).
Supplying fitting and fixing high density polythelene down pipes
with HDPE granules as specifiedin I.S. 7328/1974 manufacturered
as per I.S. 4984-1987, and fitted with all necessary clamps nails
including making holes in wall, floor etc. and cutting trenches
in any soil through masonary concrete structures etc. if
necessary and mending good damages including jointing with
jointing materials(Spun yarn,valamoid / bitumen / M.seal etc.)
complete. (A) UPVC Pipes : (i) 75 mm dia.

35.29 Metre 216.00 Metre Rs. 7622.64

13 Page no-175, Item no-3
Strong bamboo frame work (for thatched roofing) with 75 mm. dia
full bamboo rafters spaced at 350 mm. centres and tied with
transverse bracings at 380 mm. spacing (each bracing consisting of a
pair of quarter bamboo, one at top and the other at the bottom of the
rafters) fitted and fixed in position complete.

21.930 Sq.M. 225.00 Sq.M. Rs. 4934.25

14 Page no-85, Item no-1(d) `
Wood work in door & window frame fitted & fixed complete
including a protective coat of painting at the contact surface of the
frame excluding cost of concrete, Iron butt hinges and M.S.clamps.
(d) Sal : Local (i) In ground floor.& Frist floor
0.85 Cu.M. 83652.00 Cu.M. Rs. 71104.20
15 Page no-139, Item no-154.
Supplying fitting and fixing in position approved P.V.C. door
frame (Matt finish) made of extruded P.V.C. multichamber hollow
section having dimensions 60mm x 50mm x 2mm (+/-0.2mm),
horizontal section will be joined with vertical section by galvanised
steel screws after inserting two
number steel brackets as reinforcement making suitable space for
placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be
inserted on one full vertical side of the frame (hinge side) as
reinforcement, the frame will then be fixed in the opening with the
help of P.V.C. expandable fastner/wooden gutties and galvanised
steel screws including cost of all materials and labour, hire charges
of tools and appliances, carriage of all materials, taxes and all other
incidental charges complete.

32.53 Mtr. 282.00 Mtr. Rs. 9173.46

16 Page no-90, Item no-18(b)
Supplying fitting fixing M.S. clamp for door and window frame 16 Nos 28.00 Each Rs. 448.00

C/O Total Rs. 846222.17

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SL.No. DESCRIPTION OF ITEMS QUANTITY RATE(Rs.) UNIT AMOUNT

17 Page no-76, Item no-10(a)(ii)

M.S.or W.I. Ornamental grill of approved design joints
continuously welded with M.S, W.I. Flats and bars of windows,
railing etc. fitted and fixed with necessary screws and lugs. (Add
extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for
each addl. floor above 4th floor) (ii) Grill weighing above 16 kg /
sq.m. and above. (i) In ground floor.& Frist floor
1.520 Qntl. 8857.00 Qntl. Rs. 13462.64
18 Page no-77, Item no-15
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom
guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in
fully stretched position 20mm x 5mm M.S. flats as collapsible
bracigs properly rivetted and washered including 38mm steel rollers
including locking arrangements, fitted and fixed in position with
lugs set in cement concrete and including cutting necessary holes,
chasing etc. in walls, floors etc. and making good damages
complete. In ground floor. (Add extra @ 1% for each addl. floor
upto 4th floor and @ 1.25% for each addl. floor above 4th floor)
(i) In ground floor.
3.24 Sq.M. 4016.00 Sq.M. Rs. 13011.84
19 Page no-216, Item no-22(b)(i)
Supplying, fitting approved type ventilator in position after
cutting holes in walls, setting in cement morter mending dameges
to wall and plaster and two coats of paint of approved brand and
shade.
18 Nos 117.00 Each Rs 2106.00
.
(b) R.C.C. ventilator of 20 mm thick. (i) Upto 0.10 sq.m area. 18 Nos 117.00 Each 2106.00
Rs
.
20 Page no-151, Item no-1
Labour for Chiping of concrete surface before takingup
plastering work 139.43 Sq.M. 21.00 Sq.M. Rs. 2928.03
21 Page no-151, Item no-2(ii)(c) & (i)(b)&(c) and 152
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar
including rounding off or chamfering corners as directed and raking
out joints including throating, nosing and drip course, scaffolding /
staging where necessary. [Excluding cost of chipping over concrete
(a) In ground floor. & Frist floor
(ii) With 4 :1 cement morter (c) 10 mm thick plaster 240.50 Sq.M. 136.00 Sq.M. Rs. 32708.00
(i) With 6 :1 cement morter (b) 20 mm thick plaster 247.00 Sq.M. 174.00 Sq.M. Rs. 42978.00

(i) With 6 :1 cement morter (c) 15 mm thick plaster 249.60 Sq.M. 151.00 Sq.M. Rs. 37689.60
22 Page no-152, Item no-8.
Neat cement punning about 1.5 mm thick in wall, dado, window
sills, floor, drain etc.(NOTE : cement 0.152 cu.m. per 100 sq.m.)
75.500 Sq.M. 38.00 Sq.M. Rs. 2869.00
23 Page no-157 , Item no-11.
Synthetic distemper to interior wall, ceiling with a coat of solvent
based interior grade acrylic primer (as per manufacture's
specification) including cleaning and smoothening of sorface. Two
coats.
123.630 Sq.M. 73.00 Sq.M. Rs. 9024.99
Estimated Amount Rs. 148005.11
Add for Contingencies ( L.S.) Rs. 23042.04
All Total Estimated Amount Rs. 1933927.08

(Rupees Twenty Five lakhs Ninety Thousand Two Hundred Eighty Five only)