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The document outlines a detailed schedule of construction items, including excavation, concrete work, and masonry, along with their respective quantities and costs. It specifies various construction materials and methods, such as RCC, steel reinforcement, and damp proofing, along with the associated rates. The total estimated cost for the project is provided at the end of the document.
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G- SCHEDUL
Item
Zz
Particular of Item
Unit
Rate
‘Amount
307
pipes, cables etc. not exceeding 1.5m in width and for
shafts, cesspits and the like notexceeding 10sqm
lon plan including dressing of sides and ramming of
bottoms lift upto 1.5m including getting out the excavated
soil and disposal of surplus excavated soil as directed,
within a lead of 50m
3 {+
Earth work in excavation in trenches for foundations and for
4342
186.80
sno.
413(B)
Providing and laying in” foundation, plinth and under
floors cement conerete with 40mm nominal size graded
stone aggregates (metal) i/c ramming in layers and curing
complete excluc cost of form work(b).C.C.1:3:
(cement, 3sand,
'3692,000] 45967.25
425
Providing and placing in position RCC for roof, beams,
Jcolumns column footing lintels chhajjas, balcony, stairs
letc, excluding cost of reinforcement but including centring,
shuttering, proping, finishing & curing etc. complete (b) CC
3. (1 cement)L.Ssand,3 graded stone aggregate 20mm
nominal size)
6494
113530.06
904
Providing and placing in position tested steel for R.C.C. work
including cutting, bending, binding etc. as per drawings and
placing in position complete up to floor two level including
cost of binding wire and all wastage ete. complete.
(b) Cold twisted steel bars.
1646.83] kg.
92.6
152496.70
605(K)
[Class 25 open bhatta or pajawa burt brick masonry in
plinth and foundation. (j) Cement mortar 1:6 (Ieement, 6sand)
cam
4708.2
52119.774
402
Filling foundation, around masonry work, plinth, sides of
foundation etc. with moorum V/c ramming layers not exceeding
20cm in depth consolidating each deposited layers by ramming
land watering lead upto 50m and lift upto 1.5m.
aa
leur
3008
7835.84
Total quantity
300.80
17518.59
‘fe ‘and laying damp proof course 50mm thick
420
cc.
curing
-4 with 20mm size graded stone aggregate. including
Sqm
322.7
65831
425(8)
Providing and placing in position RCC for roof, beams,
lcolumns column footing lintels chhajjas, balcony, stairs
lete, excluding cost of reinforcement but including centring,
shuttering, proping, finishing & curing etc.complete
() CC 1:1.5:3 (1 cement, 1.5 sand, 3 graded stone
lageregate 20mm nominal size)
6494
11130229
904(b)
Providing and placing in position tested steel for R.C.C. work
jing, binding etc. as per drawings and
placing
cost of binding wire and all wastage etc. complete.
[(b) Cold twisted steel bars.
1345.43) kg,
12458692
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18
19
20
(b)
12548)
[For shutters of doors, windows and verailatcns In
providing and fixing hinges/ pivens and making pro
fixing of fittings wherever required including the cont of EPINA
rubber / neoprene gasket required (Vinings shall be paid for
separately)
Polyester powder coated aluminium (minimum thickrnss of
polyester powder coating 50 micron)
Providing and fixing glazing in alurninium door, windcrn,
ventilator shutters and partitions etc. with EPDM rubber!
neoprene gasket etc. complete as per the architectural drawings
land the directions of engineer-in-charge. (Cont of aluminium
snap beading shall be paid in basic itern) : Add extra for
providing and fixing froasted glass instead of float ylass
Providing and fixing of GI. Mosquito wire rath
S28¢m/sqm gauge of wire 0.30 mm including labour charges
for fixing including welding charges but excluding charge of
frame ete.
Providing and fixing carbon steel galvanized (minimum coating
[5 micron) dash fastener of 10 mmm dia double threaded 6 %
grade (yield strength 420 N/mm2), counter sunk head,
comprising of 10 mm dia polyamide PA 6 grade sleeve,
including drilling of hole in frame, concrete! masonry, etc. 2%
per direction of Engineer-incharge
ota stone ing over Orn thick base of CM
laid over and jointed with grey cement slurry mixed
Jwith pigment to match the shade of slab including grinding,
rubbing & polishing etc. complete. (Area of each stone
should not be Jess than 0.20 Sqm.) (b) 30 mm thick
it
nn| a | mm | ann |
|
|
1132 | wpe | oan | semen |
|
11.52 | wpe | zm | masa
UM | ace | 7 | BH
2
1256
1007 (C)
[Kota stone slablCuddapah stone slab 25mm thick in rivers and
reads of steps, skirting dado and pillar laid in 12mm thick
ICM. 1:3 and jointed with grey cement slurry mixed with
pigment to match the shade of slab including rubbing polishing
tet | mar
letc. complete.
10mm thick cement plaster on fair side
[iSmm thick cement plaster on rough fair side
[Providing throating or plaster drip and moulding to RCC.
Finishing walls by any mechanical or manual means with
Premium Acrylic Smooth exterior paint (Premium exterior) of
required shade including all seaffolding. New work (Two or
more coat applied @1.67Ite/10sqm over and including one cost
25 | 2824 undiluted exterior waterproofing coating @ 2.39 litre/10 qm | 22229] se= | 130 | 2e2s720
with crack bridgingabilty of upto 0.5mm on horizontal
surfaces with an elongation of 150% and water proofing of upto
3 bars on vertical surface)
Distempering with Ist quality acrylic ditemper (ready mixed)
having VOC (Volatile Organic Compound) content less than $0
26 | 2579 |erame of approved manufacturer, of required shade and [29152] sem | 7520 | 13072
colour complete, as per manufacturers specification. Two or
more coat on new work.
@ scanned with OKEN Scanner. JPainting with enamel paine, ‘brushing, interior to give an even
27 | 1383, [shade Un cleaning the surface ofall dirt dust and other foreign
1 * Imatter on steel and other metal surfaces. i/C Prime coat.(b) 2
coats
i Providing and laying factory made coloured hamfered edge + +
[Cement Concrete paver blocks of required strength, thickness
land size/shape, made by table vibratory method using PU.
mould, laid in required colour and pattern over SOmm thick
compacted bed of stone dust, compacting and proper
Jembedding/laying of inter locking paver blocks into the
bedding layer through vibratory compaction by using plate
28 | 2859. |vibrator, filling the joints with sand and cutting of paver blocks
las per required size and pattern, finishing and sweeping extra
sand including locking edges with M 15 cement concrete in
footpath, parks, lawns, drive ways or light traffic parking etc.
complete as per manufacturer's specifications and direction of
/Engineerin- Charge. 60mm thick C.C. paver block of M-35
grade with approved colour, design and
pattern,
49.61 | sqm | 12490 | 6193.98
16.50 | sqm | 702.00 | 12987.00
{TAL RS] 1284320.15}
ans
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SUB ENGINEER RES SUB DIVISION KATNI
RES SUB DIVISION KATNI
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