SCHEDULE OF QUANTITIES
Name of work:-
M/o Various green area under SEZ.
SH:-Construction of Bajri path in green area at Sidharth Extension Colony.
Estt. Cost:- Rs.3,55,782/Earnest Money: Rs.7116/Time allowed:- 60 days.
____________________________________________________________________________________________________________
S.No.
Description of Item
Qty.
Unit
Rate
Amount____
1.
Surface dressing of the ground including removing vegetation and
Inequalities not exceeding 15cm deep and disposal of rubbish lead
Upto 50metre and lift upto 1.5metre. (a) All kinds of soil.
441.00
100
Sqm.
Sqm.
2.
3.
4.
Earth work in surface excavation not exceeding 30cm. In depth but
exceeding 1.5metre in width as well as 10 Sqm. on plan including
disposal of excavated earth upto 50metre and lift upto 1.5metre
disposed soil to be leveled and neatly dressed. (a) All kind of soil.
Earth work in excavation in foundation trenches or drains (not
exceeding1.5m in width or 10 Sqm. on plan) including dressing of
sides and ramming of bottoms lift upto 1.5metre including getting
out the excavated soil and disposal of surplus excavated soil as
directed within a 50 m lead. a) All kind of soil.
Filling available excavated earth (excluding rock) in trenches plinth,
Sides of foundation etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead
upto 50 metre and lift upto 1.5metre.
850.00
Sqm.
100
Sqm.
25.00
Cum.
Cum.
5.00
Cum.
Cum.
Contd…….2…..
-: 2:____________________________________________________________________________________________________________
S.No.
Description of Item
Qty.
Unit Rate
Amount_______
5. Providing and fixing precast machine made cement concrete kerb stone of Size
(300x300x150mm) with or without cavity on one side of kerb stone manufactured
using M-15, grade concrete using GRP moulding vibro compaction press as
to achieve smooth finished as per the sample approved by the Engineer-in-charge
including fixing with 10mm thick cement mortar 1:3( 1 cement: 3 coarse sand) at
bottom and 10mm thick for pointing all round with the cement mortar 1:3
(1 cement : 3 fine sand) including drainage opening wherever required.
420.00
Mtr.
6. Making bajri path including preparation of sub-grade supplying and laying
brick aggregate 40mm nominal size 10cm deep with blinding material consisting
of 12mm red bajri for blinding and 12mm red bajri on top consolidated with
hand roller. & complete.
378.00
Sqm.
7. Providing and filling dry brick ballast 50mm nominal size in pits (0.60x0.60X0.30)
as per direction of Engineer-in-charge.
1.50
Cum.
8. Supplying and filling earth in layers not exceeding 20cm in depth breaking clods,
Watering and rolling each layer with wooden or steel rammer and dressing up,
Filling of ground dipressions for a lead of 16 K.M. including, excavation royality
And carriage at site etc. complete as per direction of Engineer-in-charge.
255.00
Cum
Metre
Sqm.
Cum.
Cum.
Contd….3…
-: 3 :-___________________________________________________________________________________________________________
S.No.
Description of Item
Qty.
Unit Rate
Amount_______
9. Providing and fixing of precast concrete reinforced bench (chair type bench with
Back rest) the bench consists of 2 Nos. L shape base support in grey cement colour
Of thickness 100mm back height –100mm and front height 450mm base width
620mm and 5 Nos reinforced concrete planks in red colour of size 1500x100x50mm
and 1 Nos reinforced concrete planks of size 1500x200x50mm manufactured by
using M-30 grade of concrete and reinforced suitably to prevent damage during
handling transportation erection and long use, All parts are jointed together with
galvanized nuts and bolts of suitable size all bolts are sealed after assembly seating
length of the bench 1500mm leading height of the bench, 450mm total height
of the bench 1000mm bench top and back planks are treated with special anticorrosive, water proof coating so as to make surface glazzy and water proof and
fixing as per direction of Engineer-in-charge (K.K. or equivalent make)
12 Nos. Each
10. Providing and fixing MS Boards of size (2.15x1.50) metre compressing of 50mm
Dia. M.S. pipe, 50mm dia M. S. bend for frames 1.25mm thick M.S. Stell, M.S.
Flat ties, 25mm dia M.S. pipe to support frame with legs and angle iron (40x40x5)
mm as hold fast in bottom of legs including, cutting welding hoisting and fixing
in position and applying a coat of approved steel primer etc. complete as per
approved design. Drawing and direction of Engineer-in-charg (Payment for
excavation, C.C. Block , painting and lettering shall be paid separately).
4 Nos. Each
Contd….4…..
-: 4 :S.No.
11.
12.
13.
14.
15.
Description of Item
Qty.
Unit
1.00
Cum.
Cum.
(b)1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal
Size.
4.10
Cum.
Cum.
(c) 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal
size).
7.60
Cum.
Cum.
Providing and laying in position cement concrete of specified grade excluding
the cost of centring and shuttering – all work upto plinth level. (a) 1:2:4
(1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Demolishing brick work including stacking of serviceable material and disposal
of unserviceable material within 50metre lead. (a) In Cement mortar
3.00
Cum.
Steel work welded in built up section/framed work including cutting hoisting,
fixing in position and applying a priming coat of approved steel, primer using
structural steel etc. as required. (a) In grating, frames, guard bars, ladders,
railings, brackets, gates & similar works.
1096.00
Kg.
Centring and shuttering including strutting, propping etc. and removal of form
for foundation, footings, bases of columns etc. for mass concrete.
17.20
Sqm.
Random rubble masonary with hard stone in foundation and plinth including
Leveling up with cement concrete 1:6:12 (1cement :6 coarse sand: 12 graded
stone aggregate 20mm nominal size ) at plinth level with cement mortar 1:6
5.00
(1cement: 6 coarse sand).
Cum.
Rate
Amount_______
Cum.
Kg.
Sqm.
Cum.
Contd…5…
-:5:S.No.
16.
17.
18.
19.
Description of Item
Pointing on stone work with cement mortar 1:3 (1 Cement :3 fine sand).
(a) Raised and cut pointing.
Structural steel work in single section fixed with connecting plate including
cutting, hoisting, fixing in position and applying a priming coat of approved
steel primer all complete.
Welding by electric plant including transportation of electric welding plant
at site etc. complete.
Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade.( a) Two or more coats on New Work.
b) One or more coats on old work.
20.
Lettering with black japan paint of approved brand and manufacture.
21.
Raking out joints in lime or cement mortar and preparing the surface for
repainting or replastering including disposal of rubbish to the dumping
ground within 50metres lead.
22.
12mm Cement Plaster of mix. 1:6 (1cement : 6 fine sand).
Qty.
Unit
15.00
Sqm.
Sqm.
439.00
Kg.
Kg.
720.00
CM.
cms
length.
54.00
Sqm.
64.00
Sqm.
Sqm.
Rate
Amount_______
Sqm.
1610.00
cms.
Per letter
Per cm.
height.
42.00
Sqm.
Sqm.
93.00
Sqm.
Sqm.
Contd….6….
-: 6:S.No.
23.
24.
25.
26.
27.
28.
29.
Description of Item
15mm Cement Plaster on the rough side of single or half brick wall of mix. 1:6
(1 cement : 6 fine sand).
Qty.
Unit
51.00
Sqm.
Sqm.
Dismantelling steel work in built up section without dismembering and stacking
within 50 metre lead.
798.00
Kg.
Re-fixing of chain link fencing/framing/M.S. grills of required pattern of existing
stone/brick masonary wall as per direction of Engineer-in-charge.
52.00
Metre
Brick work with cement fly ash FPS bricks of class designation 75with 1:3:6
(1 cement : 3 coarse sand : 6 graded fly ash) in foundation & plinth in cement
mortar 1:6 (1 Cement : 6 coarse sand)
18.50
Cum.
Extra for brick work in super structure above plinth level upto floor 2 level.
14.00
Cum.
Providing and laying DPC 40mm thick with Cement concrete 1:2:4 (1 Cement:
2 coarse sand : 4 graded stone aggregate. 12.5mm nominal size).
2.20
Sqm.
Applying a acoat of residual petroleum bitumen of penetration 80/100 of
approved quality using 1.7Kg. per square metre on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly soaked
in Kerosene oil.
2.20
Sqm.
Rate
Amount_______
Kg.
Metre
Cum.
Cum.
Sqm.
Sqm.
Contd….7…….
-: 7 :S.No.
30.
31.
32.
33.
Description of Item
Qty.
Providing and laying pressed clay tiles (clay tiles as per approved pattern) 10mm
thickness and of required size approved by Engineer-in-charge in skirting risers
of steps dado over 12mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand)
and jointed with grey cement slurry @ 3.30Kg./Sqm. including pointing in white
cement mixed with pigment of matching shade complete.
38.00
Sqm.
45-50mm thick rough chisel dressed kota stone flooring over 20mm average thick
base laid over with joint 5mm thick including pointing with cement mortar 1:2
(1 cement: 2 stond dust) with an admixture of pigment to match the shade of the
stone work, base cement mortar 1:4 (1 cement: 4 coarse sand).
34.50
Sqm.
Colour washing such as green, blue or buff to give an even shade.
(a) New work (two or more coats) with a base coat of white washing with lime. 144.00
Sqm.
(b) Old work (two or more coats) with lime.
492.50
Sqm.
Disposal of mulba by mechanical transport including loading and unloading
and stacking upto lead of 5.00 Km. (a) lime, moorum, building rubbish etc.
36.00
Cum..
Unit
Rate
Sqm.
Sqm.
Sqm.
Sqm.
Cum.
STIPULATED METERIAL:1.
Cement: 5.80 M.T. @ Rs.4600/- per M.T.
Executive Engineer
SWD-5/DDA.
Amount_______