materials to be supplied by contractor -nil- · gf 9086.20 rupees nine thousand eighty-six and...
TRANSCRIPT
Schedule showing ( Approximately ) the material to be supplied to the contractor from the Public Work Department stores
for the works and the rates at which the materials are to be supplied
SR.NO Unit
In figure In words
NOTE :- The person or firm submitting the tender should see that the rates in the above schedule are filled up by the Executive Engineer
on the issued of the form prior to submission of the tender.
Contractor will have to make arrangement themselves for securing structural steel under the permit to be obtained by themselves.
Department will however tender necessary help to the contractor.
contractor No of Corrections Sub Divisional Officer Executive Engineer
Public Works Sub Division Public Works Division
Washim Washim
Name of Materials Approximately
quantity to be
Rate at which the materials will be charged to
contractor
Place of Delivery
Materials To be Supplied By Contractor -NIL-
Name of Work : Construction of Deputy Regional Transport Office Building at Washim
SCHEDULE " A "
ITEM OF WORK IN FIGURE IN WORDS
2 3 4 5 6
1 Excavation for foundation in earth, soils of all types, sand, gravel and
soft murum, including removing the excavated material upto a
distance of 50 m. beyond the building area and stacking or spreading as
directed,, preparing the bed for the foundation and necessary back
filling, ramming, watering, including shoring and strutting as necessary
complete.
640.73 One Cubic
metre
GROUND FLOOR 120.00 Rupees one hundred twenty and paise nil
only
One Cubic
metre
76888.00
2 Excavation for foundation in hard murum including removing the
excavated material upto distance of 50 meters beyond the building area
and stacking or spreading as directed, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etc. complete. A) i. Lift upto 1.5 m.
378.54 One Cubic
metre
M.B.GF 145.00 Rupees one hundred forty-five and paise
nil only
One Cubic
metre
54888.00
3 Excavation for foundation in Hard Murum and boulders including
removing the excavated materials upto a distance of 50 meters, beyond
the building area and stacking or spreading as directed, preparing the
bed for the foundation and necessary back filling, ramming, watering
including shoring and strutting etc. complete.
537.72 One Cubic
metre
M.B.GF 160.00 Rupees one hundred sixty and paise nil
only
One Cubic
metre
86035.00
4 Excavation for foundation in soft rock, and old cement or lime
masonry foundations including removing the excavated materials upto
a distance of 50 meters beyond the building area and stacking as
directed, preparing the bed for the foundation and necessary back
filling, ramming, watering, including shoring and strutting
etc.complete.
ii. Lift apto 1.5 m .
300.51 One Cubic
metre
M.B.GF 375.00 Rupees three hundred seventy-five and
paise nil only
One Cubic
metre
112691.00
Name of Work : Construction of Deputy Regional Transport Office Building at Washim
SCHEDULE " B "
ESTIMATED QUANTITY WHICH
MAY BE MORE OR LESS
ITEM
NO.
RATES
1
Unit Amount
5 Providing Preconstructional Antitermite treatment by treating the
bottom surface and the sides of excavation at the rate of 3 litres of
emulsion concentrate of one percent concentration of
CHLORPYRIFOC 20% EC, ISI approved conforming (I.S.8944), (i.e
by diluting 5 ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and
spraying by high volume sprayer on one square metre surface area with
ten years guarantee bond as per I.S.6313 (Part II 1971)
2232.12 One square
metre
M.B.GF 55.00 Rupees fifty-five and paise nil only One square
metre
122767.00
6 Providing and laying in situ, cement concrete M-15 of trap/
granite/quartzite/gneiss metal for foundation and bedding including
bailing out water, plywood/steel formwork, compacting, finishing
uneven and honeycombed surface, curing etc. complete. The Cement
Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be
allowed.)
161.11 One Cubic
metre
M.B.GF 4607.85 Rupees four thousand six hundred seven
and paise eighty-five only
One Cubic
metre
742371.00
7 Providing and laying in situ cement concrete M-25 of required grade
of trap / granite/ quartzite / gneiss metal for R.C.C. work in
foundations like raft, grillages, strip foundations and footings of
R.C.C. columns and steel stanchions including bailing out water,
plywood/steel formwork, compaction, curing and roughening the
surface if special finish is to be provided, finishing uneven and
honeycombed surface with C.M. 1:3 of sufficient minimum thickness
to give smooth and even surface etc. complete. (Excluding
reinforcement and structural steel, including cover block) The Cement
Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be
allowed) b) For C.C.M-25 Cu.m
326.83 One Cubic
metre
M.B.GF 5176.20 Rupees five thousand one hundred
seventy-six and paise twenty only
One Cubic
metre
1691739.00
8 Providing and casting in situ cement concrete M-25 / M-20 of required
grade of trap / granite /quartzite/ gneiss metal for R.C.C. columns as
per detailed design and drawings or as directed, including steel
centering, plywood/ steel formwork, compaction, finishing uneven and
honeycombed surface with C.M. 1:3 of sufficient minimum thickness
to give a smooth and even surface or roughening the surface if special
finish is to be provided and curing etc. complete. (Excluding
reinforcement,including cover block) The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering will not be allowed) b) For C.C.M-20 Cu.m
27.14 One Cubic
metre
G.F.UPTO PLAINTH M-25 COLUMNS 6761.20 Rupees six thousand seven hundred sixty-
one and paise twenty only
One Cubic
metre
183499.00
88.16 One Cubic
metre
G.F.ABOVE PLAINTH M-20 COLUMNS 6616.20 Rupees six thousand six hundred sixteen
and paise twenty only
One Cubic
metre
583285.00
45.35 One Cubic
metre
F.F M-20 COLUMNS 6810.60 Rupees six thousand eight hundred ten
and paise sixty only
One Cubic
metre
308861.00
9 Providing and casting in situ cement concrete of M-20 required grade
of trap / granite /quartzite /gneiss metal for R.C.C. beams and lintels
as per detailed design and drawings or as directed, plywood/steel
formwork , compaction, finishing uneven and honeycombed surface
with C.M.1:3 of sufficient minimum thickness to give a smooth and
even surface or roughening if special finish is to be provided and curing
etc. complete. (Excluding reinforcement, including cover block). The
Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. For C.C.M-20
45.12 One Cubic
metre
G.F. Excluding supporting system (steel centering ) 6136.20 Rupees six thousand one hundred thirty-
six and paise twenty only
One Cubic
metre
276866.00
126.02 One Cubic
metre
G.F. Including supporting system (steel centering ) 6621.20 Rupees six thousand six hundred twenty-
one and paise twenty only
One Cubic
metre
834404.00
50.51 One Cubic
metre
FIRST FLOOR Including supporting system (steel centering ) 6815.75 Rupees six thousand eight hundred fifteen
and paise seventy-five only
One Cubic
metre
344264.00
10 Providing and casting in situ cement concrete of M-20 required grade
of trap / quartzite / granite/gneiss metal for R.C.C. chajja as per
detailed design and drawings including steel centering, plywood/ steel
formwork, steel props, compaction finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the surface if special finish is to
be provided and curing etc. complete. (Excluding reinforcement,
including cover block) The Cement Mortar 1:3 plaster is considered for
rendering uneven and honeycombed surface only.Newly laid concrete
shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden
centering will not be allowed)For C.C.M-20
3.20 One Cubic
metre
GF 6666.20 Rupees six thousand six hundred sixty-six
and paise twenty only
One Cubic
metre
21332.00
3.57 One Cubic
metre
FF 6862.10 Rupees six thousand eight hundred sixty-
two and paise ten only
One Cubic
metre
24498.00
11 Providing and casting in situ cement concrete of M-25 / M-20
required grade of trap / granite /quartzite /gneiss metal for R.C.C slabs
and landings as per detailed design and drawings including steel
centering, plywood /steel formwork, steel props, compaction, finishing
uneven and honeycombed surface with C.M. 1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening the surface
if special finish is to be provided and curing etc. complete. (Excluding
reinforcement, including cover block) The Cement Mortar 1:3 plaster is
considered for rendering uneven and honey combed surface only.
Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering will not be allowed)
150.89 One Cubic
metre
GF 6911.20 Rupees six thousand nine hundred eleven
and paise twenty only
One Cubic
metre
1042832.00
95.84 One Cubic
metre
FF 7114.45 Rupees seven thousand one hundred
fourteen and paise forty-five only
One Cubic
metre
681849.00
13.55 One Cubic
metre
FF 7036.20 Rupees seven thousand thirty-six and
paise twenty only
One Cubic
metre
95341.00
12 Providing and casting in situ cement concrete of M-25 / M-20
required grade of trap / granite / gneiss / quartzite metal for R.C.C.
pardi 75 mm thick including steel centering, plywood /steel formwork,
compaction, finishing uneven and honeycombed surface with C.M. 1:3
of sufficient minimum thickness to give a smooth and even surface or
roughening them if special finish is to be provided and curing
etc.complete.(Excluding reinforcement, including cover block) The
Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only.( Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be
allowed)
42.33 One Cubic
metre
GF 9236.20 Rupees nine thousand two hundred thirty-
six and paise twenty only
One Cubic
metre
390969.00
88.07 One Cubic
metre
GF 9086.20 Rupees nine thousand eighty-six and
paise twenty only
One Cubic
metre
800222.00
65.11 One Cubic
metre
FF 9509.20 Rupees nine thousand five hundred nine
and paise twenty only
One Cubic
metre
619144.00
13 Providing and casting in situ cement concrete of M-20 required grade
of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and
steps of staircases as per detailed design and drawings or as
directed including steel centering, plywood/ steel formwork, steel
props, compaction, finishing uneven and honeycombed surface with
C.M. 1:3 of sufficient minimum thickness to give a smooth and even
surface or roughening the surface if special finish is to be provided and
curing etc. complete. (Excluding einforcement, including cover block)
The Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. (Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be
allowed) a) For C.C.M-20
3.67 One Cubic
metre
GF 6906.20 Rupees six thousand nine hundred six and
paise twenty only
One Cubic
metre
25346.00
3.67 One Cubic
metre
FF 7109.30 Rupees seven thousand one hundred nine
and paise thirty only
One Cubic
metre
26091.00
14 Providing and casting in situ cement concrete of M-20 required grade
of trap / quartzite /granite /gneiss metal for R.C.C. canopy as per
detailed design and drawings including steel centering, plywood / steel
formwork, steel props,compaction, finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening surface if special finish is to be
provided and curing etc. complete. (Excluding reinforcement, including
cover block) The Cement Mortar 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will
not be allowed) a) For C.C.M-20
14.11 One Cubic
metre
GF 7026.20 Rupees seven thousand twenty-six and
paise twenty only
One Cubic
metre
99140.00
15 Providing and fixing in position reinforcement of various diameters for
R.C.C. pile caps, footings, foundations, slabs, beams and columns,
canopies, staircases, newels, chajjas, lintels, pardies, coping, fins,
arches etc. as per detailed design and drawings and schedules including
cutting, bending, hooking the bars, binding with wires or tack welding
and supporting as required completed. a) For TMT Fe 415 Grade
steel bars ( If Mild steel / HYSD bars steel is to be used prior
permission from S.E.should be taken )
118.28 One metric
tonne
GF 61500.00 Rupees sixty-one thousand five hundred
and paise nil only
One metric
tonne
7274220.00
35.13 One metric
tonne
FF 62115.00 Rupees sixty-two thousand one hundred
fifteen and paise nil only
One metric
tonne
2182100.00
16 Providing and laying 50 mm thick layer in cement mortar 1:8 below
plinth beam including floating, watering, curing and leveling and
ramming the bed if necessary before laying the layer etc. complete.
155.03 One square
metre165.55 Rupees one hundred sixty-five and paise
fifty-five only
One square
metre
25665.00
17 Providing Fly ash lime brick masonry (bricks conforming to
I.S.12894 : 1990 of size 19 cm x 9 cm x 9 cm ) in cement mortar 1:6 in
foundations and plinth of inner walls / in plinth of external walls
including bailing out water, striking joints on unexposed faces, racking
out joints on exposed faces and watering complete.
257.91 One Cubic
metre
GF 4814.15 Rupees four thousand eight hundred
fourteen and paise fifteen only
One Cubic
metre
1241617.00
18 Filling in plinth and floors with approved excavated materials in 15 cm.
to 20 cm. layers including watering and compaction complete.
425.92 One Cubic
metre
GF 60.00 Rupees sixty and paise nil only One Cubic
metre
25555.00
19 Filling in plinth and floors with contractors approved material / murum
in 15 cm to 20 cm layers including watering and compaction complete.
670.44 One Cubic
metre
GF 399.25 Rupees three hundred ninety-nine and
paise twenty-five only
One Cubic
metre
267673.00
20 Providing Preconstructional Anti- termite treatment by treating the top
surface of plinth filling at the rate of 5 litres of emulsion concentrate
of one percent concentration of CHLORPYRIFOC 20% EC ISI
approved conforming (I.S.8944) to per square metre of surface area by
high volume sprayer with ten years guarantee bond as per I.S.- 6313
(Part III) of 1971.
860.28 One square
metre
GF 80.00 Rupees eighty and paise nil only One square
metre
68822.00
21 Providing soling using 80 mm size granite / quartzite / gneiss / trap
metal in 15 cm. layer including hand packing filling voids with sand /
grit, ramming, watering etc complete.
327.60 One Cubic
metre
GF 643.90 Rupees six hundred forty-three and paise
ninety only
One Cubic
metre
210942.00
22 Providing Preconstruction Antitermite treatment by treating the back
fill in immediate contact with foundation at the rate of 5 litres of an
emulsion concentrate of one percent concentration of
CHLORPYRIFOC 20% EC ISI approved conforming to I.S.8944 per
square metre of vertical surface area by high volume sprayer with ten
years guarantee bond as per I.S. 6313 (Part II) of 1971.
408.81 One Cubic
metre
GF 80.00 Rupees eighty and paise nil only One Cubic
metre
32705.00
23 Providing and laying in situ, cement concrete M-10/(1:3:6) of
trap/granite/quartzite/gneiss metal for foundation and bedding
including plywood/steel formwork bailing out water, compacting,
finishing uneven and honeycombed surface, curing etc. complete. The
Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be
allowed.)
203.00 One Cubic
metre
GF 3807.85 Rupees three thousand eight hundred
seven and paise eighty-five only
One Cubic
metre
772994.00
24 Providing Fly ash lime Brick masonry ( Bricks conforming to
I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6
in super structure including striking joints, racking out joints watering
and scaffolding complete.
553.43 One Cubic
metre
GF 4719.15 Rupees four thousand seven hundred
nineteen and paise fifteen only
One Cubic
metre
2611719.00
77.27 One Cubic
metre
FF 4848.15 Rupees four thousand eight hundred forty-
eight and paise fifteen only
One Cubic
metre
374617.00
25 Providing Fly ash lime Brick masonry (Bricks conforming to I.S.
12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar
1:4 in half brick thick wall including 75 mm thick band in C.C. 1:2:4
after every eleventh layer with mild steel Longitudinal reinforcementof
2 bars of 8 mm diameter, scaffolding, racking outjoints and watering
etc. complete. ( The C.C. band to be provided along with M.S.
reinforcement.)
252.57 One square
metre
GF 812.40 Rupees eight hundred twelve and paise
forty only
One square
metre
205188.00
108.88 One square
metre
FF 834.15 Rupees eight hundred thirty-four and paise
fifteen only
One square
metre
90822.00
26 Providing and casting in situ cement concrete of M-20 required grade
of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice,
jambs, block in course, or architraves of required size and shapes
including steel centering, plywood/steel formwork, compacting,
roughening them if special finish is to be provided,finishing uneven
and honeycombed surface and curing etc. complete. The Cement
Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden centering will not be
allowed.)
2.59 One Cubic
metre
GF 5407.85 Rupees five thousand four hundred seven
and paise eighty-five only
One Cubic
metre
14006.00
2.40 One Cubic
metre
FF 5407.85 Rupees five thousand four hundred seven
and paise eighty-five only
One Cubic
metre
12979.00
27 Providing and applying putty to old/ new plastered surfaces in two
coats to receive approved paint in all positions including all
materials,labour scaffolding and curing etc. complete. B) New Surface
3181.37 One square
metre
GF 80.00 Rupees eighty and paise nil only One square
metre
254510.00
2097.42 One square
metre
FF 80.00 Rupees eighty and paise nil only One square
metre
167794.00
28 Providing internal cement plaster 12 mm thick in a single coat in
cement mortar 1:5 without neeru finish to concrete or brick surface in
all positions including scaffolding and curing complete.
500.46 One square
metre
GF 152.75 Rupees one hundred fifty-two and paise
seventy-five only
One square
metre
76445.00
631.82 One square
metre
FF 157.35 Rupees one hundred fifty-seven and paise
thirty-five only
One square
metre
99416.00
29 Providing internal cement plaster 20mm thick in a single coat in
cement mortar 1:5 without neeru finish to concrete, brick surfaces in all
positions including scaffolding and curing.
1011.67 One square
metre
GF 224.60 Rupees two hundred twenty-four and
paise sixty only
One square
metre
227221.00
208.55 One square
metre
FF 231.35 Rupees two hundred thirty-one and paise
thirty-five only
One square
metre
48248.00
30 Providing sand faced plaster for external portion in cement mortar
using Kharsalia / Kasaba or similar type of sand, in all positions
including base coat of 15 mm. Thick in C.M. 1:4 using water proofing
compound at 1 kg per cement bag, curing the same for not less than 3
days and keeping the surface of the base coat rough to receive the sand
faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by
taking out grains, making grooves and curing for fourteen days
scaffolding etc. complete.
3744.82 One square
metre
GF 365.75 Rupees three hundred sixty-five and paise
seventy-five only
One square
metre
1369668.00
629.35 One square
metre
FF 376.75 Rupees three hundred seventy-six and
paise seventy-five only
One square
metre
237108.00
31 Providing and fixing chicken mesh of 22 gauge, with about 30 cm.
width at the junction of R.C.C members and brick work, of approved
quality including fixing mesh in position by necessary drilling in
concrete or/B.B.masonry and or tying by binding wire etc. complete.
702.17 One square
metre
GF+FF 70.00 Rupees seventy and paise nil only One square
metre
49152.00
32 Providing groove to required size at specified location as directed by
Engineer, at junction of brick masonry wall and R.C.C beams or
Column, at junction of composite masonry, including scaffolding,
finishing, curing etc. complete.
345.79 One running
metre
GF+FF 16.00 Rupees sixteen and paise nil only One running
metre
5533.00
33 Providing and laying polished Green Kota Stone slabs 20mm to 25
mm thick for treads and risers of steps and staircases, with rounded
nosing and groove at edge for the treads, on a bed of C.M. 1:4
including cement float filling joints with neat cement slurry, curing,
polishing and cleaning complete.
376.24 One square
metre
G.F 905.75 Rupees nine hundred five and paise
seventy-five only
One square
metre
340779.00
33.53 One square
metre
FF 932.75 Rupees nine hundred thirty-two and paise
seventy-five only
One square
metre
31275.00
34 Providing and laying hand cut polished Green kota stone of size 0.6
m x 0.6 m for Flooring 20 mm to 25 mm thick plain pattern on a bed
of C.M. 1:6 including cement float, filling joints with neat cement
slurry, curing rubbing, polishing and cleaning complete.
1388.84 One square
metre
GF+FF 854.65 Rupees eight hundred fifty-four and paise
sixty-five only
One square
metre
1186972.00
35 Providing and fixing in required position skirting or dado of polished
Green Kota stone slabs 20 mm to 25 mm thick and required width
after making the wall portion to required level with C.M.1:4 and fixing
tiles with ready made adhesive including cement float, filling joints
with cement slurry, curing rubbing, polishing and cleaning complete.
101.78 One square
metre
GF+FF 952.75 Rupees nine hundred fifty-two and paise
seventy-five only
One square
metre
96971.00
36 Providing and Laying ceramic tiles of approved quality minimum 300
x 300mm size or of required size and thickness for flooring in
required position laid on bed of C.M.1:4 including cement float, filling
joint with white / colour cement slurry, cleaning, curing, complete.
107.95 One square
metre
GF 931.20 Rupees nine hundred thirty-one and paise
twenty only
One square
metre
100523.00
30.48 One square
metre
FF 958.95 Rupees nine hundred fifty-eight and paise
ninety-five only
One square
metre
29229.00
37 Providing and fixing ceramic tiles of approved quality required size
and thickness for dado and skirting in required position with ready
made adhesive mortar of approved quality in required position after
making the wall portion in level in plaster of C.M. 1:4 including joint
filling with white/colour cement slurry cleaning curing complete. (300
mm x 300 mm Size)
380.34 One square
metre
GF 981.20 Rupees nine hundred eighty-one and
paise twenty only
One square
metre
373190.00
42.36 One square
metre
FF 1010.45 Rupees one thousand ten and paise forty-
five only
One square
metre
42803.00
38 Providing and laying cement concrete flooring 50 mm thick with
1:2:4 cement concrete laid to proper level and slope in alternate bays,
including compacting, PVC/ Glass/Aluminum strips at joints, marking
lines to give appearance of tiles of 30 cm x 30 cm or other size laid
diagonally/square etc. finishing smooth (with extra cement) in any
colour as directed and curing complete.
669.41 One square
metre
GF 305.15 Rupees three hundred five and paise
fifteen only
One square
metre
204270.00
39 Providing sills / jambs / revels of white marble slabs or equivalent 16
mm to 18 mm thick of approved quality vein and colour with machine
polished surface on a bed of Cement Mortar 1:4 including neat cement
float filling joints with neat cement slurry to match the colour of the
slabs curing, polishing and cleaning etc. complete. c) Granite sills /
jambs / revels
50.30 One square
metre
GF 3105.75 Rupees three thousand one hundred five
and paise seventy-five only
One square
metre
156219.00
50.30 One square
metre
GF 3198.75 Rupees three thousand one hundred
ninety-eight and paise seventy-five only
One square
metre
160897.00
40 Providing and fixing white marble slabs or equivalent of required size
and 16 to 18 mm thick of approved quality vein and colour with
machine polished surface for dado and skirting after making the
required portion in level, in cement plaster 1:4 and fixing the slabs with
ready made adhesive including filling joints with neat approved
coloured slurry, curing polishing, cleaning complete.
9.90 One square
metre
GF 2105.75 Rupees two thousand one hundred five
and paise seventy-five only
One square
metre
20847.00
9.90 One square
metre
FF 2168.75 Rupees two thousand one hundred sixty-
eight and paise seventy-five only
One square
metre
21471.00
41 Providing Water proofing treatment to newly laid fully cured
concrete slab of terraces by applying first coat of polymer modified
semi-viscous paste prepared by mixing polymer of approved make
(such as Master Seal 550/ brush bond / Roff Supercrete / Webercrete /
Monobond /Perma shield / Hypercrete / Master Crete M 81) and
Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex
water proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water & polymer
jelly for second coat ) to a neatly cleaned and dust free concrete surface
and upto 300 mm. over parapet wall prepared by removing loose and
deposited material with brush and water,followed by two coats of
flexible cementious coating e.g. MYK Aquafine-UM ,Monopo G
coat,or equivalent as per manufacturer’s specifications after laying
glass fibre mesh of 10 x 10 specification of approved make over tacky
surface of first coat of coating followed by second coat in transverse
direction, sprinkling coarse sand over it, followed
by protective mechanical cover of 40 mm to 75 mm thick cement
concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and
water proofing compound of approved make alongwith 14 guage 40
mm x40 mm size welded mesh to prevent cracking of concrete and
polypropylene fibres @ 125 gm per bag of cement within it confirming
to IS, in pannels of 3m/4m or as per site condition & filling the joints
with poly sulphide sealant (0.125 kg per sq.mt.) after curing including
providing holler with drip moulds at the junction and finishing the
concrete surface with neat cement slurry and filling the joints with poly
sulphide sealant(0.12 kg per sq.mt.) after curing including providing
holler with drip moulds at the junction and finishing the concrete
surface with neat cement slurry, of cement incuding curing as directed
and ponding the surface with cement sand mortor 1:2.5 with high
performance highly impermeable polymer e.g. superscreed-P or
equivalent including curing as directed and ponding the surface as
directed etc.complete ; covering 10 years guarantee against
leakproofness on court Fee stamp paper of Rs 100/- (Note : for
slanting length upto. 5.0 m ) Spec.No.: As directed by Engineer- in-
charge. (Note : for slanting length upto. 5.0 m )
312.25 One square
metre
GF 974.75 Rupees nine hundred seventy-four and
paise seventy-five only
One square
metre
304366.00
686.57 One square
metre
FF 1003.55 Rupees one thousand three and paise fifty-
five only
One square
metre
689008.00
42 Providing water proofing treatment to Bath & W.C. sunk by
applying first coat of polymer modified semi-viscous paste prepared by
applying grouting with cement slurry admixed with non shrink grout
additives as per manufacturers specifications, mixing polymer of
approved make (such as Master Seal 550/ brushbond/ Roff Supercrete/
Webercrete/ Monobond / Perma shield / Hypercrate/ Master Crete M
81) and cement in 1:2 proportion (1 litre polymer : 2 Kg Cement) or
Rohnex water proofing system in two coats(1kg powder,700 ml water
and polymer jelly for first coat & 1 kg powder,500 ml water & polymer
jelly for second coat to a neatly cleaned and dust free concrete surface
prepared by removing loose and deposited material with brush and
water, laying glass fibre mesh of 10 x 10 specification of approved
make over tacky surface of first coat of polymer followed by second
coat in transverse direction, sprinkling coarse sand over it followed by
protective mechanical cover of 15 to 20 mm thick polymer modified
plaster to coated surface of sunk @ 2 litre per bag of cement and filling
joints with non shrink compound and covering 10 years guarantee
against leakproofness on court fee stamp paper of Rs. 100/- (excluding
Brick Bat Coba and plaster below flooring )
54.37 One square
metre
GF 1104.85 Rupees one thousand one hundred four
and paise eighty-five only
One square
metre
60071.00
60.35 One square
metre
FF 1137.85 Rupees one thousand one hundred thirty-
seven and paise eighty-five only
One square
metre
68669.00
43 Providing water proofing in W.C. and bath including B.B. Coba in all
position consisting of specialised approved waterproofing compound
and materials as per manufacturers specifications and covering 10 years
guarantee on court fee stamp paper of Rs.100/- including all lead, lift
and ponding test etc. complete.
8.14 One Cubic
metre
GF 4156.00 Rupees four thousand one hundred fifty-
six and paise nil only
One Cubic
metre
33830.00
6.61 One Cubic
metre
FF 4276.00 Rupees four thousand two hundred
seventy-six and paise nil only
One Cubic
metre
28264.00
44 Providing and fixing in position Partitions/ Shelves/seating platforms of
polished Kaddappa / Marble / Granite stone of required thickness
,including making groove in wall / concrete surface filling joints with
slurry, curing, polishing, rounding edges, as required cleaning etc.
complete. b) Marble shelves 18 mm to 20 mm thick Spec.No.: As
directed by Engineer- in-charge.
16.47 One square
metre
Marble 2602.75 Rupees two thousand six hundred two and
paise seventy-five only
One square
metre
42867.00
3.30 One square
metre
Kaddappa 605.75 Rupees six hundred five and paise
seventy-five only
One square
metre
1999.00
45 Providing and fixing country teak wood frame 60 mm x 100 mm
standard size for second class doors with/without ventilator windows
and wondows fan light and clear storey windows including all
mouldings, chamfering, rounding, and abauting holdfasts and finishing
with one coat of primer etc. complete.(Only for exterior doors)
0.87 One Cubic
metre96000.00 Rupees ninety-six thousand and paise nil
only
One Cubic
metre
83520.00
46 Providing and fixing factory made precast door/window frames of
C.C. M-40 grade of section 100 mm x 60 mm including reinforcement
as per I.S.6523 with polymeric blocks having screw holding capacity of
250 kg/screw fixed in position in R.C.C.frame as per requirement and
as per specifications without fan light including holdfasts, carting and
erecting in position and two coats of oil paint etc. complete.
152.70 One running
metre315.00 Rupees three hundred fifteen and paise nil
only
One running
metre
48101.00
47 Providing and fixing in position colour anodized aluminium double
lear fully glazed door of Jindal or equivalant make without fanlight
mounted on floor spring , vertical style & lock rail 82 mm x 44 mm of
avarage thickness 2.2 mm and weight 2.613 Kg/Rmt with fully 6 mm
float glass including all fixtures ,pivot,handles,tower bolts ,lock,door
stopper with neoprene (rubber) gasket as per approved drawing and
specifications etc complete as directed by engineer incharge including
door frame 5 mm thick sheet glass necessary fixtures and fastenings,
neoprene type rubber plain gaskets as per detailed drawing and
specifications etc. complete. (Sample to be got approved from Ex.
Engineer before use)
19.20 One square
metre3708.00 Rupees three thousand seven hundred
eight and paise nil only
One square
metre
71194.00
48 Providing and fixing factory made solid core flush door in single leaf
35 mm thick, decorative types, of exterior grade, as per detailed
drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face
veneers on both faces with/without glazing and venetians in the
positions shown on the drawings or as directed, all necessary beads,
moulding and lipping, wrought iron holdfasts, mat finish stainless steel
fixtures fastenings , finishing with french- polish/ waxing complete.
(without door frame).(Sample to be got approved from Ex.Engineer
before use) b) Commercial pine shutter
41.82 One square
metre3978.00 Rupees three thousand nine hundred
seventy-eight and paise nil only
One square
metre
166360.00
49 Providing and fixing factory made solid core flush door shutters in
double leaves 35mm thick,decorative type of exterior grade, as per
detailed drawings, conforming to I.S.: 2202 – 1966 (Revised) including
approved face veneers on both sides, without glazing and venetians
including mat finish stainless steel fixtures and fastening, stoppers and
finishing with french polishing etc. (Excluding door frame)(Sample to
be got approved from Ex. Engineer before use)
Commercial pine Shutter
6.29 One square
metre4328.00 Rupees four thousand three hundred
twenty-eight and paise nil only
One square
metre
27223.00
50 Providing and fixing FRP (Fiber reinforced Plastic) Door with
shutter 25 to 30 mm. Thick having properties such as water proof
resistantto termite resistant to mild acids and chemical. The thickness
of FRP shutter of 1.5 mm. With extra reinforcement to sides, edges,
recess for alluminium fixtures and fastenings and commercial types as
per the approved design including alluminium, fixtures and fastenings
and two coats of synthetic acrylic emulsion paint etc. complete. (
Excluding door frame) (for W.C. and bath doors)
34.35 One square
metre3276.00 Rupees three thousand two hundred
seventy-six and paise nil only
One square
metre
112531.00
51 Supplying and fixing in position anodized Aluminium four track
sliding windows with outer frame made from section of over all size
122 mm x 45 mm, bottom section with drain section track weighing
1.83 kg per metre and top and side section of size 122x 31.75 mm
weighing 1.15 kg per running metre with shutter sections made of 18
mm x 40 mm size having average weight of 0.6 kg per running metre
(or as required size) with change in proportionate weight, with 6 mm
float glass in three equal panels and alluminium coated stainless steel
mosquito net in one (2/3 of opening) panel fixed with new neoprene
gasket, shutters to be provided with nylon encased stainless steel
rollers, necessary locks and handles complete.
93.75 One square
metre6500.00 Rupees six thousand five hundred and
paise nil only
One square
metre
609375.00
52 Providing and fixing in position anodised extruded aluminium fixed
glass paneled window having frame made out extruded tubular section
of size 34 mm x 42 mm (or as required size in proportionate weight) of
average thickness 2.0 mm and weight 0.726 kg per metre(or as
required), mechanically assembled at corners with glazing beading of
average 0.26 kg per running metre or required weight including 5.5 mm
thick plain sheet glass with neoprene/ rubber gasket etc. complete. (As
per Architect's drawing job No. T – MISC/5000/drawing No.22 dated
3.2.1992) b) For powder coated alluminium window
61.65 One square
metre
For Powder Coated Window 3900.00 Rupees three thousand nine hundred and
paise nil only
One square
metre
240435.00
53 a) Supplying and fixing in position anodized alluminium Two track
sliding windows , outer frame made from section of over all size 62
mm x 45 mm, bottom section with drain section, track weighing 0.901
kg per metre and top and side section weighing 0.838 kg per running
metre with shutter or sections made of 19 mm x 40 mm size having
average weight of 0.6 kg per running metre(or as required size) with
change in proportionate weight,with 5.50 mm selected quality plain
sheet glass fixed with new neoprene gasket shutters to be provided with
nylon encased stainless rollers, necessary locks and handles complete.
3.24 One square
metre
For Aluminium Window 4000.00 Rupees four thousand and paise nil only One square
metre
12960.00
54 Providing, supplying and fixing in position anodised extruded
aluminium casement / openable window of outer frame size 44mm x
44mmx2mm or as of required size with proportionate change in weight
of average weight @ 0.90 kg per metre and shutter of 44 mm x 64
mmx2mm ( or as required size ) of average weight of 1.10 kg per metre
(or as required) with 6 mm plain sheet glass with neoprene/rubber
gasket with hinges, locking arrangement, pegstay etc. as per approved
drawing, specification etc. complete.(as per Architect's drawing Job
No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992) (Sample to be got
approved from Ex.Engineer before use) b) For powder coated
aluminium window
57.66 One square
metre4300.00 Rupees four thousand three hundred and
paise nil only
One square
metre
247938.00
55 Providing and fabricating structural steel work in rolled sections like
joists, channels, angles, tees etc. as per detailed design and drawings or
as directed including cutting, fabricating, hoisting, erecting, fixing in
position making riveted / bolted / welded connections without
connecting plates, braces etc. and including one coat of anticorrosive
paint and over it two coats of oil painting of approved quality and shade
complete.
8.20 One metric
tonne69900.00 Rupees sixty-nine thousand nine hundred
and paise nil only
One metric
tonne
573180.00
56 Providing and fixing in position anodised extruded alluminium
partition having frame made out of aluminium extruded tubular section
of size 65 mm x 40 mm with 12 mm thick three layered flat pressed
teak wood particle board bonded with BWP type exterior grade phenol
formaldehyde synthetic resin conforming to I.S.12823- 1990, laminated
on both sides, Novateak or equivalent, Laminated 5.5+B256 mm thick
selected quality of glass pannels fixed with aluminium glazing clips
12mm x 12mm (conical) rubber cushioning to glass as per detailed
drawings etc. complete.(Sample to be got approved from Ex.Engineer
before use)
23.87 One square
metre
(With powder coated aluminium section) 2750.00 Rupees two thousand seven hundred fifty
and paise nil only
One square
metre
65643.00
57 Providing and fixing in position colour Anodized Alluminium partly
fixed partly louvered windows/ ventilator of various size as per detail
drawings and specifications including alluminium frames 80 x 38 mm
box type 5 mm. thick sheet glass louvers, clips / rubber plain P.V.C.
gaskets of approved quality etc. complete. [Sample to be got approved
from Executive Engineer before use.]
9.84 One square
metre
(With powder coated aluminium section) 3300.00 Rupees three thousand three hundred and
paise nil only
One square
metre
32472.00
58 Providing and fixing mild steel grill work railing required kg/Sqm. of
rectangular hollow sections with PVC handrail covering as per drawing
including newel posts for staircases, drilling holes in concrete/other
surface,fabricating, fixtures, erecting grill work, necessary welding,
fixing by nuts and bolts, fixing PVC handrail cover, with one coat of
anti- corrosive paint and two coats of oil painting with approved colour
and shade, remaking good the damaged surface, cleaning etc. complete.
b) --------- do ---------- 25 Kg/Sqm.
123.62 One square
metre2200.00 Rupees two thousand two hundred and
paise nil only
One square
metre
271964.00
59 Providing and fixing mild steel grill work for windows, ventilators, etc.
required kg/sqm as per drawing including fixtures necessary welding
and painting with one coat of anticorrosive paint and two coats of oil
painting complete. 25 Kg/Sqm.
291.15 One square
metre
25 Kg/Sqm. 2300.00 Rupees two thousand three hundred and
paise nil only
One square
metre
669645.00
9.72 One square
metre
20 Kg/Sqm. 1700.00 Rupees one thousand seven hundred and
paise nil only
One square
metre
16524.00
60 Providing and fixing M.S. grill doors weighing 22 to 24 kg per sq.
meter of required size as per detailed drawing without hot dip coating
with iron oxidised fixture and fastening and painting with 3 coats of oil
painting etc. complete. (Sample to be got approved from Ex. Engineer
before use)
36.45 One square
metre1800.00 Rupees one thousand eight hundred and
paise nil only
One square
metre
65610.00
61 Providing and fixing rolling steel shutters fabricated from 20 guage
steel laths with slide guides, bottom rail, brackets, door suspension
shaft, housing box at the top including mechanical gear operation
arrangement and one coat of red lead primer and two coats of oil
painting etc. complete.
51.38 One square
metre2600.00 Rupees two thousand six hundred and
paise nil only
One square
metre
133588.00
62 Providing and applying plastic emulsion paint of approved quality,
colour and shade to old and new surfaces in two coats including
scaffolding and preparing the surfaces (including the primer coat)
complete.
2335.26 One square
metre75.00 Rupees seventy-five and paise nil only One square
metre
175145.00
63 Providing and applying two coat of Polymer based external weather
proof & dust proof paint of standard manufacture like Apex
Ultima from Asian paints,weathershield from Dulux of approved
colour to the plastered surfaces including scaffolding if necessary,
cleaning and preparing the surfaceetc. for specified buildings
complete.(including primer coat )(Prior specific permission of S.E.
shall be obtained before inclusion of this item in the estimate.)
2138.51 One square
metre
GF 145.00 Rupees one hundred forty-five and paise
nil only
One square
metre
310084.00
629.35 One square
metre
FF 145.00 Rupees one hundred forty-five and paise
nil only
One square
metre
91256.00
64 Providing and fixing Hindware European type white glazed
earthenware W.C.PAN with water jet, UPVC seat and lid with
chromium plated brass hinges and rubber buffers including UPVC and
vent pipe upto the outside face of wall, 10 litre enamelled low level
flushing cistern with fittings, pipe and stop tap brackets for fixing
cistern 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm
dia. UPVC overflow pipe, mosquito proof couplings, G.I. chain and
pulley, cutting and making good to the walls and floors, testing etc.
complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.) (b) without flushing cistern with flush cock
and water jet
1.00 One number GF 4500.00 Rupees four thousand five hundred and
paise nil only
One number 4500.00
1.00 One number FF 4545.00 Rupees four thousand five hundred forty-
five and paise nil only
One number 4545.00
65 Providing and fixing 1st class Hindware "Orissa Type" Colour
Glazed earthenware 600 x 400 mm. W.C. PAN including `P' or `S'
trap, UPVC soil and vent pipe upto the out side face of wall, including
100 mm dia. UPVC plug bend, 10 litre UPVC Low level flushing
cistern with fittings, inlet pipe with stop tap, brackets, 32 mm dia.
UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC over flow
pipe with mosquito proof coupling,UPVC chain and pulley, painting to
cistern and exposed pipes, cutting and making good to the walls and
floors, testing etc. complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.) (a) ----- do ------ without flushing
cistern with flush cock and necessary fittings. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) (a)without
flushing cistern with flush cock and necessary fittings.
12.00 One number GF 3800.00 Rupees three thousand eight hundred and
paise nil only
One number 45600.00
7.00 One number FF 3800.00 Rupees three thousand eight hundred and
paise nil only
One number 26600.00
66 Providing and fixing Hindware white glazed earthenware urinal
squatting pan without cistern with fitting, inlet pipes, stop tap, 32 mm
dia. UPVC flush pipe with fittings and spreader arrangement including
UPVC soil pipe, UPVC trap, soil pipe connection upto the outside face
of the wall, making good the damaged surface, testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer is necessary before
use.)
8.00 One number GF 2300.00 Rupees two thousand three hundred and
paise nil only
One number 18400.00
4.00 One number FF 2323.00 Rupees two thousand three hundred
twenty-three and paise nil only
One number 9292.00
67 Providing and fixing Hindware white glazed earthenware Wash
Hand Basin including brackets, rubber plugs and brass chain, stop tap,
chromium plated bottle trap and necessary pipe connection including
UPVC waste pipe and trap up to the out side face of the wall, making
good the damaged surface, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) B)55 cm x
40 cm a)With Cold water piller tap
16.00 One number GF 2500.00 Rupees two thousand five hundred and
paise nil only
One number 40000.00
8.00 One number FF 2525.00 Rupees two thousand five hundred twenty-
five and paise nil only
One number 20200.00
68 Providing and fixing 8 cm. Rigid PVC. Nahani Trap including P.V.C.
grating, bend, connecting piece of UPVC pipe up to the outside face of
the wall, making good the damaged surface, testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer is necessary before
use.)
23.00 One number 230.00 Rupees two hundred thirty and paise nil
only
One number 5290.00
69 Providing and fixing on walls/ ceiling/ floors, medium grade C.P.V.C.
(Chlorinated Poly Vinyl Chloride) pipe having embossed ISI Mark on
it, of required diameter with screwed/plain sockets, joints, necessary
c.p.v.c and brass fittings such as sockets,back nuts,elbows, bends, tees,
reducers, enlargers, plugs, clamps etc.including necessary drilling holes
in walls, slabs etc. and remaking good the demolished portion to restore
the same in original condition neatly and providing and applying
anticorrosive primer and two coats of oil painting, testing,
etc.complete. (Prior approval of sample by Ex.Engineer is necessary
before use.)
120.00 One running
metre
15 mm 180 Rupees one hundred eighty and paise nil
only
One running
metre
21600.00
70.00 One running
metre
20 mm 220 Rupees two hundred twenty and paise nil
only
One running
metre
15400.00
120.00 One running
metre
25 mm 275 Rupees two hundred seventy-five and
paise nil only
One running
metre
33000.00
120.00 One running
metre
32 mm 360 Rupees three hundred sixty and paise nil
only
One running
metre
43200.00
120.00 One running
metre
40 mm 425 Rupees four hundred twenty-five and
paise nil only
One running
metre
51000.00
70.00 One running
metre
50 mm 525 Rupees five hundred twenty-five and paise
nil only
One running
metre
36750.00
70 Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe
(type) having embossed ISI Mark on it, of required diameter with
screwed sockets, joints, necessary galvanised iron fittings such as
sockets,back nuts,elbows, bends, tees, reducers, enlargers, plugs,
clamps etc.including necessary drilling holes in walls, slabs etc. and
remaking good the demolished portion to restore the same in original
condition neatly and providing and applying anticorrosive primer and
two coats of oil painting, testing, etc.complete.(Prior approval of
sample by Ex. Engineer is necessary before use.) (i) 80 mm dia.
70.00 One running
metre735.00 Rupees seven hundred thirty-five and
paise nil only
One running
metre
51450.00
71 Providing and laying in trenches medium grade (type) C.P.V.C.
(Chlorinated Poly Vinyl Chloride)pipe having embossed ISI Mark on it,
of required diameter with screwed /plain sockets, joints, necessary
c.p.v.c. and brass fittings such as sockets, back nuts, elbows, bends,
tees, reducers, enlargers, plugs, clamps etc., including joining with
approved fusion compund, necessary excavation, back filling, fixing
with clamps, testing etc. complete. (Prior approval of sample and brand
by Ex. Engineer is necessary before use.)
120.00 One running
metre
15 mm 210.00 Rupees two hundred ten and paise nil only One running
metre
25200.00
70.00 One running
metre
20 mm 230.00 Rupees two hundred thirty and paise nil
only
One running
metre
16100.00
120.00 One running
metre
25 mm 275.00 Rupees two hundred seventy-five and
paise nil only
One running
metre
33000.00
120.00 One running
metre
32 mm 340.00 Rupees three hundred forty and paise nil
only
One running
metre
40800.00
120.00 One running
metre
40 mm 405.00 Rupees four hundred five and paise nil
only
One running
metre
48600.00
70.00 One running
metre
50 mm 570.00 Rupees five hundred seventy and paise nil
only
One running
metre
39900.00
72 Providing and laying in trenches medium grade (type) galvanised iron
pipe having embossed ISI Mark on it, of required diameter with
screwed, sockets, joints, necessary galvanised iron fittings such as
sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs,
clamps etc. including necessary excavation, back filling, fixing with
clamps, testing etc. complete. (Prior approval of sample and brand by
Ex. Engineer is necessary before use.)
395.00 One running
metre
80 mm 800.00 Rupees eight hundred and paise nil only One running
metre
316000.00
395.00 One running
metre
100 mm 1050.00 Rupees one thousand fifty and paise nil
only
One running
metre
414750.00
73 Providing and fixing screw down wheeled stop tap of brass including
necessary sockets, union nut, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.)
One number
4.00 One number 20 mm 290.00 Rupees two hundred ninety and paise nil
only
One number 1160.00
2.00 One number 25 mm 370.00 Rupees three hundred seventy and paise
nil only
One number 740.00
2.00 One number 32 mm 500.00 Rupees five hundred and paise nil only One number 1000.00
4.00 One number 40 mm 525.00 Rupees five hundred twenty-five and paise
nil only
One number 2100.00
2.00 One number 50 mm 825.00 Rupees eight hundred twenty-five and
paise nil only
One number 1650.00
2.00 One number 65 mm 1000.00 Rupees one thousand and paise nil only One number 2000.00
2.00 One number 80 mm 1500.00 Rupees one thousand five hundred and
paise nil only
One number 3000.00
2.00 One number 100 mm 2300.00 Rupees two thousand three hundred and
paise nil only
One number 4600.00
74 Providing and fixing Bib cock, mat finish stainless steel 15mm. dia.
etc.complete.
15.00 One number 220.00 Rupees two hundred twenty and paise nil
only
One number 3300.00
75 Providing and fixing top cock, Gun metal cromium plated wheel
25mm. dia. etc. complete.
18.00 One number 420.00 Rupees four hundred twenty and paise nil
only
One number 7560.00
76 Providing and fixing 15 mm diameter concussion push button type
brass/ gun metal self closing tap including necessary socket, testing etc.
complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.)
18.00 One number 220.00 Rupees two hundred twenty and paise nil
only
One number 3960.00
77 Providing, hoisting and fixing in position of approved make high
density polyethylene UV stabilized conforming to I.S.12701, water
storage tank with necessary connections, testing etc. complete. (Prior
approval of sample by Ex. Engineer is necessary before use.)
26000 Per Litre 7.10 Rupees seven and paise ten only Per Litre 184600.00
78 Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in
cement concrete 1:4:8 outside the building including symet grating in
the sink, connecting glazed stoneware pipe, brick masonry chamber
with R.C.C. lid and Symet grating for the gully trap, testing etc.
complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.)
26.00 One rumber
metre750.00 Rupees seven hundred fifty and paise nil
only
One rumber
metre
19500.00
79 Providing and Laying concrete pipes of I.S.NP.2 class of required
diameter in proper line, level and slope including necessary collars,
laying, fixing with collars in cement mortar 1:1 and refilling the trench
etc. complete. ( Including Excavation ) 300 mm dia.
200 One running
metre
300 mm dia 775.00 Rupees seven hundred seventy-five and
paise nil only
One running
metre
155000.00
200 One running
metre
225 mm dia 675.00 Rupees six hundred seventy-five and
paise nil only
One running
metre
135000.00
80 Providing and fixing in position unplasticized poly venyl- chloride
(UPVC) ultra voilet rays stabilised 110 mm outer diameter rain water
SWR pipe conforming to I.S. 4985 and I.S.13592,including necessary
fittings, such as PVC grating, bends, with door, PVC clamps, horse
shoes at bottom, rubber ring and making connections water tight with
solvent, cement including making holes in masonary concrete redoing
the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) 110mm.
dia.
230.00 One running
metre
GF 525.00 Rupees five hundred twenty-five and paise
nil only
One running
metre
120750.00
405.00 One running
metre
GF 400.00 Rupees four hundred and paise nil only One running
metre
162000.00
200.00 One running
metre
FF 400.00 Rupees four hundred and paise nil only One running
metre
80000.00
81 Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of
required diameter conforming to I.S.-13592, and I.S.- 4985 to
withstand continous internal hydroulic pressure of 4 kg/cm2 including
necessary fixtures and fittings, such as bends, tees, single junctions,
double junctions and joining with rubber rings and lubricants, on wall
by means of clips or in ground including necessary excavation, laying
refilling, trench testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before use.) 110mm.
140 One running
metre
GF 380.00 Rupees three hundred eighty and paise nil
only
One running
metre
53200.00
14.00 One running
metre
FF 383.80 Rupees three hundred eighty-three and
paise eighty only
One running
metre
5373.00
82 Providing and constructing Brick Masonry Inspection Chamber 60 cm
x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement
concrete channels, Brick Masonry, plastering from inside and air- tight
R.C.C. lid with frame fixed in cement concrete, curing, testing etc.
complete. a) WIth Reinforced cement concrete raft in B.C. soil area
including cost of reinforcement
10.00 One number 4050.00 Rupees four thousand fifty and paise nil
only
One number 40500.00
9.00 One number 3600.00 Rupees three thousand six hundred and
paise nil only
One number 32400.00
83 Providing and constructing Brick Masonry Inspection Chamber 90 cm
x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement
concrete channels, Brick Masonry, plastering from inside and air- tight
R.C.C. lid with frame fixed in cement concrete, curing, testing etc.
complete. a) WIth Reinforced cement concrete raft in B.C. soil area
including cost of reinforcement
10 One number 6200.00 Rupees six thousand two hundred and
paise nil only
One number 62000.00
10 One number 5700.00 Rupees five thousand seven hundred and
paise nil only
One number 57000.00
84 Providing and fixing 15 mm dia. Screw down bib/stop tap of brass
including necessary sockets, union nut, testing etc. complete.(Prior
approval of sample and brand by Ex. Engineer is necessary before use.)
38.00 One number 220.00 Rupees two hundred twenty and paise nil
only
One number 8360.00
85 Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of
required diameter conforming to I.S.-13592, and I.S.- 4985 to
withstand continous internal hydroulic pressure of 4 kg/cm2 including
necessary fixtures and fittings, such as bends, tees, single junctions,
double junctions and joining with rubber rings and lubricants, on wall
by means of clips or in ground including necessary excavation, laying
refilling, trench testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before use.) 160mm.
60 One running
metre
160 mm 550.00 Rupees five hundred fifty and paise nil
only
One running
metre
33000.00
150.00 One running
metre
75 mm 270.00 Rupees two hundred seventy and paise nil
only
One running
metre
40500.00
86 Providing, laying & fixing U.P.V.C.pipe of 60mm. dia. etc.complete
75.00 One running
metre170.00 Rupees one hundred seventy and paise nil
only
One running
metre
12750.00
87 Providing, laying & fixing U.P.V.C.pipe of 75mm. dia. etc.complete
41 One running
metre200.00 Rupees two hundred and paise nil only One running
metre
8200.00
88 Providing and fixing Stainless Steel towel rod 16 mm dia. And 75 cm
in length including all accessories complete. (Prior approval of sample
and brand by Ex. Engineer is necessary before use.)
30.00 One number 200.00 Rupees two hundred and paise nil only One number 6000.00
89 Providing and fixing in postion unplasticized polyvinyl chloride
(UPVC) ultra violet stabilized 110 mm outer diameter cowl dome
conforming to I.S.4985 including making joints with solvent cement
etc. complete.
30.00 One number 45.00 Rupees forty-five and paise nil only One number 1350.00
90 Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm (
1 mm thick) UPVC waste pipe upto outside face of wall, or upto nahani
trap cold water chromium plated screw down bib tap, rubber plug and
brass chain, making good the damaged surface, etc. complete. (Prior
approval of sample and brand by Ex.Engineer is necessary before use.)
2.00 One number 2800.00 Rupees two thousand eight hundred and
paise nil only
One number 5600.00
91 Providing and fixing 450 mm x 550 mm size superior type mirror with
necessary fittings etc. complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
30.00 One number 400.00 Rupees four hundred and paise nil only One number 12000.00
92 Providing and laying cement concrete pipe of I.S.N.P. class of required
diameter in proper line, level and slope including providing, fixing
collars or spigot and socket joint by rubber ring and in C.M.1:2 etc.
complete.
70 One running
metre
NP 2 class Pipe 450mm dia 1240.00 Rupees one thousand two hundred forty
and paise nil only
One running
metre
86800.00
180 One running
metre
NP 2 class Pipe 600mm dia 1760.00 Rupees one thousand seven hundred sixty
and paise nil only
One running
metre
316800.00
30 One running
metre
NP 3 class Pipe 900mm dia 5400.00 Rupees five thousand four hundred and
paise nil only
One running
metre
162000.00
20 One running
metre
NP 3 class Pipe 1200mm dia 8720.00 Rupees eight thousand seven hundred
twenty and paise nil only
One running
metre
174400.00
93 Providing and fixing country teak wood single leaf, 2nd class 20 mm
thick false panelled door without ventilator as per detailed drawings
including mat finish stainless steel fixtures and fastenings and finishing
the wood work with one coat of primer (excluding door frame) etc.
complete.
7.51 One square
metre3100.00 Rupees three thousand one hundred and
paise nil only
One square
metre
23281.00
94 Providing and fixing and laying in grid unilock false ceiling system
size of grid 610 mm x 610 mm of which G.I. wall channel shall be of
size 0.5 mm thick 20 mm x 30 mm flanges and web of 27 mm along
the perimeter of wall where ceiling meets the wall fixed to wall using
nylon sleeves and screw at 610 mm centres suspended G.I. main runner
size 45 x 0.9 mm thick with 15 mm flanges from trusses at 900 mm
centres using ceiling angle size 25 x 10 x 0.5 mm, nut bolt clip
connected @ 300 mm centres to the main runner or having strips of
G.I. of size that of runner for holding runner and mesh etc. the
G.I.ceiling sections having size 51.5 mm and two flanges 26 mm each
with lips of 10.5 mm. The finished grid shall contain 12 mm thick plain
/ decorative particle boards fixed to the ceiling frame structure. (Prior
permission S.E. to be obtained before inclusion of this item )
397.19 One square
metre1425.00 Rupees one thousand four hundred twenty-
five and paise nil only
One square
metre
565996.00
95 Providing and fixing in position Partition of both side polished
Kaddappa / Marble / Granite stone of required thickness ,including
making groove in wall / concrete surface filling joints with slurry,
curing, polishing, rounding edges, as required cleaning etc. complete.
a) Kadappa Partition 25 mm to 30 mm thick
131.24 One square
metre855.75 Rupees eight hundred fifty-five and paise
seventy-five only
One square
metre
112309.00
96 Providing and fixing acrylic plastic sheet panels of approved quality in
required thickness 2 mm plain clear or any colour or obscured linings
in lieu of glass pans to doors/windows including providing and fixing
clips, putty etc. complete. b) For 3.00 mm thickness Sq.m 1250.00
70.00
35.10 One square
metre1250.00 Rupees one thousand two hundred fifty
and paise nil only
One square
metre
43875.00
97 Providing and fixing decorative grill of various sizes as per detail
drawing and specification etc. complete. (Prior permission to be
obtained from S.E. before execution of this item) B) Stainless steel (
Weight @ 15 Kg/Sqm.)
53.30 One square
metre5250.00 Rupees five thousand two hundred fifty
and paise nil only
One square
metre
279799.00
98 Providing and fixing partition of 12mm thick three layered flat
pressed prelaminated teak wood particle board exterior grade, BWP
types Bonded with phenol formaldehyde synthetic resin conforming to
I.S.12893-1990 including C.T.W. vertical 70 x 70 mm and top central
and bottom rails of 70 x 35 mm and covering battens of 20 x 10 mm at
1 m C/C on both ways including finishing with one coat of primer etc
complete.
104.31 One square
metre2100.00 Rupees two thousand one hundred and
paise nil only
One square
metre
219051.00
99 Providing, supplying and fixing in position anodised extruded
alluminium partitions with both sides laminated panels having
frame made out of aluminium extruded tubular section of size 40 mm x
65 mm with 12 mm thick three layered flat pressed teak wood particle
board bonded with BWP type exterior grade phenol formaldehyde
synthetic resin conforming to I.S.12823- 1990, laminated on both sides,
Novateak or equivalent fixed with aluminium glazing clips of size
12mm x 12 mm as per approved drawing etc. complete.(Sample to be
got approved from Ex. Engineer before use)
78.09 One square
metre2850.00 Rupees two thousand eight hundred fifty
and paise nil only
One square
metre
222557.00
100 Providing and fixing of approved make wall panelling of approved
design and colour made out of extruded rigid PVC double wall
construction with multichamber hollow plastic section SPUF-141, 142,
143 of size 10 mm x 150 mm on the grid horizontal, vertical aluminum
pipe section 25 mm x 25 mm as required plastic section will be fixed
with concealled screws on frame work, corner supported with PVC "L"
section and no screws shall be visible.
24.16 One square
metre
FIRST FLOOR 1625.00 Rupees one thousand six hundred twenty-
five and paise nil only
One square
metre
39260.00
101 Providing and fixing partition with 4mm thick superior Indian teak
veneers on both sides including C.T. wood frame work 80 mm x 40
mm at 60 cm centre to centre and french polishing (without skirting)
etc complete.
24.16 One square
metre
FIRST FLOOR 2600.00 Rupees two thousand six hundred and
paise nil only
One square
metre
62816.00
102 Providing and fixing partitions with 6 mm thick Indian teak veneers
on both side including C.T. wood frame work 80 mm x 40 mm at 60
cm C/C and french polishing without skirting etc complete.
24.16 One square
metre2850.00 Rupees two thousand eight hundred fifty
and paise nil only
One square
metre
68856.00
103 Providing and fixing colour coated Galvalume (A-Z) sheet having
high tensile(min 550 MPa in Yield strength) C.R. steel base metal with
hot dip alloy coating of Alluminium and Zinc with 0.50 mm overall
sheet thickness for roofing with approved profile and colour including
fixing to purlins with approved self tapping screws and EPDM washers
etc complete( Prior approval of Sample and brand by Ex. Engineer is
necessary before use)
351.13 One square
metre975.00 Rupees nine hundred seventy-five and
paise nil only
One square
metre
342354.00
104 Providing and laying in trenches 80 mm diameter medium galvanised
pipes with screwed ,sockets,joints and necessary galvanised iron
fittings such as sockets ,back
nuts,elbows,bends,tees,reducers,enlargers, plugs,clamps etc including
necessary excavation for G I pipe line trench & refilling trench
&drilling holes in walls ,slabs etc and remaking good the demolished
portion to restore the same in original condition neatly and applying
anticorrosive primer oil paint and two coat of oil painting complete.
10.00 One running
metre
63 mm diameter 660.00 Rupees six hundred sixty and paise nil
only
One running
metre
6600.00
10.00 One running
metre
25 mm diameter 280.00 Rupees two hundred eighty and paise nil
only
One running
metre
2800.00
5.00 One running
metre
15 mm diameter 205.00 Rupees two hundred five and paise nil
only
One running
metre
1025.00
105 providing and fixing single outlet gunmetal I.S.No.318 ,63 mm NB
Flange inlet brass pindle 50 mm Dia Fire hydrant valve Female obleque
outlet complete with ABS blank cap & chain etc complete. (Fire
Hydrant Valve) ISI Mark.
5 One number 7500.00 Rupees seven thousand five hundred and
paise nil only
One number 37500.00
106 providing and fixing air relief valve 25 mm Dia with coupling tee union
flange caps rubber packings etc complete.
2 One number 1150.00 Rupees one thousand one hundred fifty
and paise nil only
One number 2300.00
107 Providing and fixing Fire House Box with Standard material for placing
house pipe redinit as per fire standards (for 15 m house pipe and one
nosal space)
5 One number 2950.00 Rupees two thousand nine hundred fifty
and paise nil only
One number 14750.00
108 Providing and fixing rubber reinforced line (RRL) Fire house pipe I S
No 636 IS marked type along with alluminium binding etc complete
.(63 mm diameter)
75 One running
metre327.00 Rupees three hundred twenty-seven and
paise nil only
One running
metre
24525.00
109 Providing and fixing brass fire nozals coupling I S No 909 I S marked
etc complete.(63 mm diameter)
5 One number 2600.00 Rupees two thousand six hundred and
paise nil only
One number 13000.00
110 Providing and fixing brass ball valve of following diameter of IS Mark
with fitting & fixtures etc complete
80 mm diameter
1 One number 6200.00 Rupees six thousand two hundred and
paise nil only
One number 6200.00
111 Providing and fixing Sluice valve 80 mm heavy duty in cast iron with
fittings and fixtures etc complete
1.00 One number 3700.00 Rupees three thousand seven hundred
and paise nil only
One number 3700.00
112 Providing and fixing 15 mm Dia bib cock
3.00 One number 250.00 Rupees two hundred fifty and paise nil
only
One number 750.00
113 Providing and fixing brass male & female coupling with wire binding
to house pipe etc complete.
5.00 One number 2150.00 Rupees two thousand one hundred fifty
and paise nil only
One number 10750.00
114 Providing and fixing 63 mm flange at required position.
18.00 One number 160.00 Rupees one hundred sixty and paise nil
only
One number 2880.00
115 Providing casting in situ cement concrete M-15 /1:2:4 of trap metal for
bed blocks ,foundation blocks and such other items including
dewatering /formwork compacting ,finishing the exposed faces with
sufficient minimum thickness of 1: cement plaster to give smooth and
even surface or roughening them if special finish is to be provided
,finishing if required and curring etc complete.
0.76 One Cubic
metre4752.85 Rupees four thousand seven hundred fifty-
two and paise eighty-five only
One Cubic
metre
3612.00
116 Supplying and Refixing 80 mm G.I.pipe. With requrex fittings
&fixtures etc complete.
75.00 One running
metre200.00 Rupees two hundred and paise nil only One running
metre
15000.00
117 Excavation the ground to a required depth of 20 cms removing and
conveying unwanted stuff to required distance as directed . Providing
and filling fresh garden soil and manure in excavated area in 3:1
proportion to height of 20 cms mixing garden soil and manure ,manure
thoroughly well , levelling with required slopes , light watering on
previous night ,fixing ready made lawn turf rolls or slabs of required
variety as directed, ramming on it for proper fixing and maintaining
will well established by watering , weeding ,clipping , rolling etc
complete.
227.50 One square
metre241.00 Rupees two hundred forty-one and paise
nil only
One square
metre
54828.00
118 Preparing flower bed
Excavating ground to a required depth of 30 cms removing and
conveying unwanted stuff to a required distance as directed , Providing
and filling fresh garden soil and manure in excavated area in 3 :1
proportion to a height of 30 cms , mixing garden soil and manure
thoroughly , well levelling ,watering , on previous night planting
seedlings of required ammuals 25 cms apart , maintaing till well
established by watering ,weeding ,stirring ,replacing of the casualities
etc complete.
60.00 One square
metre290.00 Rupees two hundred ninety and paise nil
only
One square
metre
17400.00
119 Preparing shrubbery
Excavating the ground to required depth of 30 cms , removing and
conveying unwanted stuff to a required distance as directed , Providing
and filling fresh garden soil and manure in excavated area in 3:1
proportion to a height of 30 cms , mixing garden soil and manure
thoroughly , well levelling , watering , on previous night maintaing will
well established by watering , weeding , stirring , replacing of the
casualties etc complete.
260.00 One square
metre294.00 Rupees two hundred ninety-four and paise
nil only
One square
metre
76440.00
120 Mogra Plant /Creepers Climbers
Excavating pit with size 0.3x0.3x0.3 meter removing and conveying
unwanted stuff as directed ,Providing and filling the pit with approved
excavated material upto a height of 0.30 mtr and remaing ht of 0.60 m
with fresh garden soil and manure in 3 :1 proportion , mixing garden
soil and manure , thououghly well levellijg 1 or 2 year old healthy plant
as directed and maintaning till well established by wateing , weeding ,
stirring , replacing of the casualities , prunning etc complete .
252.50 One number 77.00 Rupees seventy-seven and paise nil only One number 19443.00
121 Planting Large Flowering /Shaddy Trees
Digging pit of size 0.9x0.9x0.9 mtr removing and Conveying unwanted
stuff as directed providing and filling the pit with approved excavated
material upto a height of 0.30 mtr and remaing ht of 0.60 m with fresh
garden soil and manure in 3:1 proportion , mixing garden soil and
manure throughly , well leveling , watering on previous night planting
1 or 2 year old healthy tree sapling as per specifications and maintaing
till well established by watering , weeding ,stirring , replacing of the
casualites etc complete.
33.00 One number 447.00 Rupees four hundred forty-seven and
paise nil only
One number 14751.00
122 Providing Mirror Polish to New/old Marble /Kota / granite stone
flooring /dado by polishing machine using superior polishing stone
of 0 to 6 no.of Suri Company and equivalent and applying superior
quality of polishing material including necessary labour
1284.56 One square
metre200.00 Rupees two hundred and paise nil only One square
metre
256912.00
123 Providing and fixing mild steel grill gate with angle iron frame
with iron bars at 150 mm C/C and diagonal flats as per the
detailed drawing including hinges, pivot blocks locking
arrangement welding, revetting with oil painting in three coats
of approved colour shade.
15 One square
metre
Compound wall 2217.50 Rupees two thousand two hundred
seventeen and paise fifty only
One square
metre
33263.00
124 Providing and applying three coats of water proof cement paint
of approved manufacture and of approved colour to new
plastered surfaces including scaffolding if necessary, cleaning
and preparing the surface, watering for two days complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
1539.66 One square
metre
Compound wall 60.00 Rupees sixty and paise nil only One square
metre
92380.00
125 Providing and fixing 15 mm dia. Ball cock medium type with PVC
float including sockets and necessary fittings and tested as per
municipal requirement, testing etc. complete.(Prior approval of sample
and brand by Ex.Engineer is necessary before use.) b)40 mm dia
8.00 One number EXTERNAL TOILET 525.00 Rupees five hundred twenty-five and paise
nil only
One number 4200.00
126 Providing and fixing Hindware European type white glazed
earthernware water closet with water jet and syphonic trap with
syphonic low level 10 litres UPVC cistern with UPVC seat and lid with
chromium plated brass hinges including UPVC soil and vent pipe upto
the outside face of the wall including 100 mm dia. UPVC plug bend,
inlet pipe, stop tap etc. all fittings, cutting and making good to the walls
and floor, testing etc. complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.) (b) without flushing cistern with
flush cock and water jet
2.00 One number EXTERNAL TOILET 5000.00 Rupees five thousand and paise nil only One number 10000.00
127 Providing and fixing marble tablet of size and description as per
detailed drawings including moulded marble / 1:2 C.M. border.
2.00 One square
metre
EXTERNAL TOILET 2800.00 Rupees two thousand eight hundred and
paise nil only
One square
metre
5600.00
128 Providing and fixingc Hindware white glazed earthenware full stall
type Urinal with spreader flushing arrangement,stop tap with inlet
pipes and fitting including UPVC soil pipe, UPVC trap and soil pipe
connection upto the outside face of the wall, making good to damaged
surface testing etc. complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
6.00 One number EXTERNAL TOILET 4500.00 Rupees four thousand five hundred and
paise nil only
One number 27000.00
129 Cutting down the road side thorny bushes (Wali babule etc.) having
girth from 5 cm to 20 cm including removing their roots, stacking and
conveying the materials upto 1.00 km, removing vegetation including
levelling ground as directed for both sides of road etc. complete As
directed by Engineer in charge.
17100.00 One square
metre
Land development 1.25 Rupees one and paise twenty-five only One square
metre
21375.00
130 Excavation for road way by mechanical means earth soil of all sorts
sand, gravel, soft murum including dressing section to the required
grade, camber and side slopes and conveying the excavated materials
with all lifts and spreading for embankment or stacking etc. as directed
by Engineer in charge.
1810.00 One Cubic
metre
Land development 60.00 Rupees sixty and paise nil only One Cubic
metre
108600.00
131 Excavation for road way by mechanical means in Soft murum
including dressing section to the required grade, camber and side
slopes and conveying the excavated materials with all lifts and
spreading for embankment or stacking etc. as directed by Engineer in
charge.
2330.75 One Cubic
metre
Land development 70.00 Rupees seventy and paise nil only One Cubic
metre
163153.00
132 Excavation for road way by mechanical means in Hard murum and
boulders including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts and
spreading for embankment or stacking etc. as directed by Engineer in
charge.
1738.75 One Cubic
metre
Land development 75.00 Rupees seventy-five and paise nil only One Cubic
metre
130406.00
133 Conveying materials obtained from road cutting including all lifts,
laying in layers, breaking clods, dressing to 3% camber /design
superelevation , curves, grades and presceibed section for a lead of over
50 m.upto 300 m. as directed by Engineer-in-charge. B] 100 mt to 200
mt
5564.50 One Cubic
metre
Land development 34.00 Rupees thirty-four and paise nil only One Cubic
metre
189193.00
134 Watering and compacting the embankment formed of materials
obtained from the road cutting, departmental landsor other sources
within a lead of 50 m. after laying them inlayers of 20 cm to 30 cm
with 3% Camber and designsuperelevation etc. complete. (Compaction
with Power roller).
5725.85 One Cubic
metre
Land development 29.00 Rupees twenty-nine and paise nil only One Cubic
metre
166050.00
135 Providing and fixing anodized aluminium fully glazed doors
including door frame 5 mm thick sheet glass necessary fixtures and
fastenings, neoprene type rubber plain gaskets as per detailed drawing
and specifications etc. complete. (Sample to be got approved from Ex.
Engineer before use) b) For powder coated alluminium doors
8.40 One square
metre
Facility Centre 4212.00 Rupees four thousand two hundred twelve
and paise nil only
One square
metre
35381.00
136 Providing and Fixing collapsible steel gates in two leaves with
channel pickets, pivoted flat bars, including top and bottom guides,
rollers, stoppers, handles, all fitting accessories, locking arrangement
and one coat of red lead primer and two coats of oil painting etc.
complete.
8.64 One square
metre
Facility Centre 3000.00 Rupees three thousand and paise nil only One square
metre
25920.00
137 Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe
(type) having embossed ISI Mark on it, of required diameter with
screwed sockets, joints, necessary galvanised iron fittings such as
sockets,back nuts,elbows, bends, tees, reducers, enl
100.00 One running
metre
15 mm dia Pump house 210.00 Rupees two hundred ten and paise nil only One running
metre
21000.00
100.00 One running
metre
20 mm dia Pump house 250.00 Rupees two hundred fifty and paise nil
only
One running
metre
25000.00
100.00 One running
metre
25 mm dia Pump house 290.00 Rupees two hundred ninety and paise nil
only
One running
metre
29000.00
100.00 One running
metre
32 mm dia Pump house 350.00 Rupees three hundred fifty and paise nil
only
One running
metre
35000.00
100.00 One running
metre
40 mm dia Pump house 420.00 Rupees four hundred twenty and paise nil
only
One running
metre
42000.00
100.00 One running
metre
50 mm dia Pump house 515.00 Rupees five hundred fifteen and paise nil
only
One running
metre
51500.00
138 Providing and laying in trenches medium grade (type) C.P.V.C.
(Chlorinated Poly Vinyl Chloride)pipe having embossed ISI Mark on it,
of required diameter with screwed /plain sockets, joints, necessary
c.p.v.c. and brass fittings such as sockets, back nuts, elbows, bends,
tees, reducers, enlargers, plugs, clamps etc., including joining with
approved fusion compund, necessary excavation, back filling, fixing
with clamps, testing etc. complete. (Prior approval of sample and brand
by Ex. Engineer is necessary before use.)
100.00 One running
metre
15 mm dia Pump house 210.00 Rupees two hundred ten and paise nil only One running
metre
21000.00
100.00 One running
metre
20 mm dia Pump house 230.00 Rupees two hundred thirty and paise nil
only
One running
metre
23000.00
100.00 One running
metre
17 mm dia Pump house 570.00 Rupees five hundred seventy and paise nil
only
One running
metre
57000.00
100.00 One running
metre
25 mm dia Pump house 275.00 Rupees two hundred seventy-five and
paise nil only
One running
metre
27500.00
100.00 One running
metre
32 mm dia Pump house 340.00 Rupees three hundred forty and paise nil
only
One running
metre
34000.00
100.00 One running
metre
40 mm dia Pump house 405.00 Rupees four hundred five and paise nil
only
One running
metre
40500.00
139 Finishing the terrece slab integrally mixed Sq.m
with water proofing compound in C.M. 1:3 with 12 mm thick layer
including curing, finishing,using waterproofing compound as approved
by Engineer-in-charge at the rate of 1 kg per bag of cement etc.
complete.(Note : Item not to be used as waterproofing treatment over
terreces.)
494.86 One square
metre
Pump house 164.60 Rupees one hundred sixty-four and paise
sixty only
One square
metre
81454.00
140 Providing and fixing country teak wood double leaf, 2nd class partly
panelled and partly glazed door without fanlight/ ventilator as per
drawings including mat finish stainless steel fixtures and fastenings and
finishing the wood work with one coat of primer etc. (excluding door
frame) complete.
5.74 One square
metre
Pump house 3500.00 Rupees three thousand five hundred and
paise nil only
One square
metre
20090.00
141 Providing and applying three coats of water proof cement
paint of approved manufacture and of approved colour to new
plastered surfaces including scaffolding if necessary, cleaning
and preparing the surface, watering for two days complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
117.15 One square
metre
Pump house 60.00 Rupees sixty and paise nil only One square
metre
7029.00
142 Providing and fixing informatory sign boards in square or rectangular
shape of any size made out 16 guage (1.6 mm) thick mild steel sheet
painted with one coat of zinc chromate-stoveing primer and two coats
green stove enamel paint on front side and grey stove enamel on back
side and border / message / symbols etc. with cut out of white
retroreflective sheeting of engineering grade, including M.S. angle
frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size
65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle
iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black
and white bands of 25 cm width including G.I. fixtures etc. and fixing
the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm
including transportation etc. complete. The nut bolts of board with
angle iron post/supporting structure after fixing at site has to be
electrically welded. Retroreflective sheeting should be with five years
written warrenty from the manufacture & authorised
distributor/convertor,for satisfactory field performance, durability &
stipulated retroreflectance of retroreflective sheeting.
16.00 One square
metre
Signage 6380.00 Rupees six thousand three hundred eighty
and paise nil only
One square
metre
102080.00
143 Providing and fixing retro-reflectorised Cautionery/Warning sign
boards made out of retro reflective sheeting of micro prismatic grade
confirming to IRC:67:2012 & Type IV standards of ASTM D4956-09
specifications,fixed over 4 mm thick ACP sheet supported with back
support frame of 25 x 25 x 3 mm mild steel angle supported in Mild
steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x 50 x 5
mm M.S. bracing duly painted with synthetic enamel paint alternate
black and white bands of 25 cm of width including G.I. fixtures
etc.,firmly fixed to the ground by means of properly designed
foundation of M 20 grade cement concrete 45 cm x 45 cm x 60 cm ,60
cm below ground level complete including transportation etc. complete.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (Bottom of Board shall be at least 2.6 m above Ground
level)
10.00 Each i)Size 90CM equilateral triangle 2400.00 Rupees two thousand four hundred and
paise nil onlyEach 24000.00
10.00 Each i)Size 60CM equilateral triangle 2000.00 Rupees two thousand and paise nil only Each 20000.00
144 Retro-Reflectorised Traffic Signs Providing and fixing of retro-
reflectorised cautionary, mandatory and informatory sign as per IRC:
67 made out retro reflecting sheeting of High intensity Prismatic grade
confirming to IRC-67:2012 & TYPE -IV standards of ASTM D4956-09
SPECIFICATIONS, fixed over 4 MM THICK ACP sheet supported
with back support frame of 25 x 25 x 3mm mild steel angle as approve,
supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5
mt long firmly fixed to the ground by means of properly designed
foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm,
60 cm below ground level as per approved drawing. The angle iron post
shall be duly painted with one coat of epoxy primer and two coats of
epoxy finish paints having alternate black and white bands of 25 cm
width including GI fixures and transportation etc complete.The nut
bolts of board with angle iron post/supporting structure after fixing at
site has to be electrically welded.7 (Seven) years warranty for Retro-
Reflective Sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product
offered shall be submitted by the Contractor (Bottom of Board shall be
at least 2.6 m above Ground level)
10.00 Nos i) 90cm equilateral triajgle 3410.00 Rupees three thousand four hundred ten
and paise nil onlyOne Number 34100.00
10.00 Nos ii) 60cm equilateral triajgle 2335.00 Rupees two thousand three hundred thirty-
five and paise nil onlyOne Number 23350.00
10.00 Nos iii) 60cm circular 3045.00 Rupees three thousand forty-five and
paise nil onlyOne Number 30450.00
10.00 Nos iv)80cm x 60cm rectangular 4145.00 Rupees four thousand one hundred forty-
five and paise nil onlyOne Number 41450.00
10.00 Nos v) 60cm x 45cm rectangular 2975.00 Rupees two thousand nine hundred
seventy-five and paise nil onlyOne Number 29750.00
10.00 Nos vi) 60cm x 60 cm squre 3475.00 Rupees three thousand four hundred
seventy-five and paise nil onlyOne Number 34750.00
10.00 Nos vii) 90cm high octagon 5210.00 Rupees five thousand two hundred ten
and paise nil onlyOne Number 52100.00
145 Providing and fixing retro-reflectorised Mandatory / Regulatory
sign boards made out of retro reflective sheeting of micro prismatic
grade confirming to IRC:67:2012 & Type IV standards of ASTM
D4956-09 specifications,fixed over 4 mm thick ACP sheet supported
with back support frame of 25 x 25 x 3 mm mild steel angle supported
in Mild steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x
50 x 5 mm M.S. bracing duly painted with synthetic enamel paint
alternate black and white bands of 25 cm of width including G.I.
fixtures etc.,firmly fixed to the ground by means of properly designed
foundation of M 20 grade cement concrete 45 cm x 45 cm x 60 cm ,60
cm below ground level complete including transportation etc. complete.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (Bottom of Board shall be at least 2.6 m above Ground
level)
10.00 Nos i) 60cm circular 2300.00 Rupees two thousand three hundred and
paise nil onlyOne Number 23000.00
10.00 Nos ii)40cm circular 1900.00 Rupees one thousand nine hundred and
paise nil onlyOne Number 19000.00
146 Direction and Place Indentification Signs with size more than 0.9 sqm
size board Providing and fixing retro-reflectorised direction and place
identification sign boards made out of retro reflective sheeting of micro
prismatic grade confirming to IRC:67:2012 & Type IV standards of
ASTM D4956-09 specifications,fixed over 4 mm thick ACP sheet
supported with back support frame of 35 x 35 x 5 mm mild steel angle
with area exceeding 0.9 sqm supported in Mild steel angle Iron post 75
x 75 x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly
painted with synthetic enamel paint alternate black and white bands of
25 cm of width including G.I. fixtures etc. ,firmly fixed to the ground
by means of properly designed foundation of M 20 grade cement
concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete
(as per MORT & H specification No.801) (for area more than 0.9
sqm)including transportation etc. complete.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor
(This shall be only used for N.H./M.S.H./S.H.)(Bottom of Board shall
be at least 2.6 m above Ground level)
11.25 One square
metre
Signage 8256.00 Rupees eight thousand two hundred fifty-
six and paise nil only
One square
metre
92880.00
147 Signs with size more than 0.9 sqm Size Board.
Direction and Place Indentification
Signs upto 0.9 sqm Size Board.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 7 years Warranty for Retro
Reflective sheeting from the original sheeting anufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (This shall be only used for N.H./M.S.H./S.H.)(Bottom of
Board shall be at least 2.6 m above Ground level)
(This shall be only used for N.H./M.S.H./S.H.)(Bottom of Board shall
be at least 2.6 m above Ground level)
11.25 One square
metre
Signage 7232.00 Rupees seven thousand two hundred thirty-
two and paise nil only
One square
metre
81360.00
148 Providing and fixing R.C.C. 1:2:4 200 m. stone of size (15 X 10 X 65
cm ) as per I.R.C. design (IRC 26-1967) including cost of
reinforcement @ 100 kg / cum), painting, numbering, fixing in
standard size (35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.
400.00 Each Signage 330.00 Rupees three hundred thirty and paise nil
onlyEach 132000.00
149 Providing and fixing R.C.C. 1:2:4 boundary stone of size (15 X 15 X
90 cm ) including cost of reinforcement @ 100 kg / Cum as per type
design including painting, numbering, fixing in standard size (45 X 45
X 75 cm ) C.C. 1:4:8 block etc complete.
50.00 Each Signage 770.00 Rupees seven hundred seventy and paise
nil onlyEach 38500.00
150 Providing and fixing of Median Marker that are made of tough,high
impact resistant injection molded, thermoplastic body with an isosceles
trapezoidal structure of length,width and height not less than 15 cm ,10
cm and 10 cm respectively and thickness not less than 1.8 mm ,the
body structure shall be rounded at its acute angle ,all the corners and
edges.The plastic used for molding the Median Marker shall have a
minimum Notched Izod Impact strength value of 600 J/m at room
temperature ,when tested in accordence with ASTM D256 and shall
retain at least 70% of this value when subjected to accelerated
weathering for 1000 hrs. as per ASTM G1566 or UL746C.The logo of
the manufactur-er shall be embossed on either side of the body in the
injection molding process.The median Marker shall have rectangular
shaped fluroscent yellow colour retro- reflective sheeting of size not
less than 8.5 cm x 8.5 cm and fully reflective micro prismatic cube
corners as its retro-reflective elements as per IRC 67 ,2010 and ASTM
D4956 type XI specifications reflectivity values.The retrreflective
sheeting shall be one or both sides of the median Marker and shall be
edge protected with no exposed edges which will prevent edge lifting,
vandalism,sheeting damage etc.The Median Marker shall be fixed by a
combination of epoxy adhesive and grouting.
100.00 Nos Signage 575.00 Rupees five hundred seventy-five and
paise nil onlyEach 57500.00
151 Supplying and fixing of Molded Shank Raised Pavement Markers made
of Polycarbonate and ABS moulded body and reflective panels with
micro prismatic lens capable of providing totl internal reflection of the
light entering the lens face and shall support a load of 16000 kg tested
in accordance to ASTM D 4280 Type H and complying to
Specifications of Category A of MORT&H Circular
No,RW/NH/33023/10-97-DO III Dt.11.6.1997.The height width and
length shall not exceed 50 mm,100 mm and 102 +/- mm and with
minimum reflective area of 13 sqcm on each side and slope to the base
shall be 35 +/- 5 degree.The strength of detachment of the integrated
cylindrical shanks (of diameter not less than 19 +/- 2 mm and height
not less than 30 +/- 2 mm ) from the body is to be a minimum value of
500 Kgf.Fixing will be by drilling holes on the road for the shanks to go
inside,without nails and using epoxy resin based adhesiv as per
manufacturer's reccommendation and complete as directed by the
Engineer
100.00 Nos Signage 400.00 Rupees four hundred and paise nil only One Number 40000.00
152 Providing and laying of hot applied thermoplastic compound 2.5 mm
thick including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35 .The finished surface to be level, uniform and free from streaks
and holes etc complete.
968.50 One square
metre
Signage 500.00 Rupees five hundred and paise nil only One square
metre
484250.00
153 Supplying trap /granite /quartzite / gneiss stone metal of required size
by bringing the boulders at the road side breaking them to required
gradation including conveying the boulders and stacking the broken
metal etc. complete. (Prior approval of sample
157.52 One Cubic
metre
Parking 490.50 Rupees four hundred ninety and paise fifty
only
One Cubic
metre
77264.00
154 Supplying murum having PI < 6 at the road side, including conveying
and stacking complete.
59.86 One Cubic
metre
Parking 460.50 Rupees four hundred sixty and paise fifty
only
One Cubic
metre
27566.00
155 Spreading 80 mm metal including sectioning complete.
157.52 One Cubic
metre
Parking 30.00 Rupees thirty and paise nil only One Cubic
metre
4726.00
156 Spreading gravel / sand / soft murum /avilable murum over rubble
soling /W.B.M.surface blanketing berms etc.complete.
59.86 One Cubic
metre
Parking 19.00 Rupees nineteen and paise nil only One Cubic
metre
1137.00
157 Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers
for all widths with static roller including necessary, labour, materials
and artificial watering complete.
1050.00 One square
metre
Parking 13.00 Rupees thirteen and paise nil only One square
metre
13650.00
158 Providing & fixing of approved thickness interlocking concrete
pavers (Monolithic single layer preacast concrete blocks) of grey
cement in red,black,brown or any colour with pigments @ 3% by
weight of cement having average crushing strength 50 N/Sqmm placed
on uniformly graded river sand sand cushioning of average 25 mm
thickness with proper compaction with mechanical compactor in proper
line ,level,grade and camber as directed etc complete Prior permission
of Chief Engineer in writing is necessary before execution of item of
paving block as per Govt. Resolution No. CAT-10/11/ case no.
360/Building, Mantralaya Mumbai, Dated 09/12/2011. A) 100mm
thick in M-40 Grade C1:-Plane
1050.00 One square
metre
Parking 900.00 Rupees nine hundred and paise nil only One square
metre
945000.00
219.00 One square
metre
Parking 600.00 Rupees six hundred and paise nil only One square
metre
131400.00
Internal Road
159 Excavation for catch / side water gutter in all sort of soils, soft murum
etc. to the specified section including stacking the excavated stuff in
regular bund and disposing off unsuitable or excess stuff upto a lead of
50 m and spreading as directed by Engineer-in-charge.
1827.00 One Cubic
metre
Internal Road 80 Rupees eighty and paise nil only One Cubic
metre
146160.00
160 Excavation for foundation in hard murum including shoring and
strutting as necessary and disposing off excavated stuff within lead of
100 m as directed etc. complete. Lift upto 1.5 meter
152.22 One Cubic
metre
Internal Road 190 Rupees one hundred ninety and paise nil
only
One Cubic
metre
28922.00
161 Providing rubble filling of trap / granite / quartzite / gneiss stones in
foundation including hand packing filling gravel / sand in the voids etc.
complete.
342.09 One Cubic
metre
Internal Road 677.30 Rupees six hundred seventy-seven and
paise thirty only
One Cubic
metre
231698.00
162 Providing granular sub-base by close graded material, mixing in a
mechanical mix plant at OMC, carriage of mixed Material to work site,
spreading in uniform layers with motor grader on prepared surface and
compacting with vibratory power roller to achieve the desired density
etc. complete as per clause 401. Grading-II Material
1202.40 One Cubic
metre
Internal Road 1218.00 Rupees one thousand two hundred
eighteen and paise nil only
One Cubic
metre
1464523.00
163 Providing, Laying, Spreading and compacting stone aggregates of
specific sizes to Water Bound Macadam specification including
spreading in uniform thickness, hand packing, rolling with 3-wheeled
steel/vibratory roller 8 to 10 tonnes in stages to proper grade and
camber, applying and brooming requisite type of screening/binding
material to fill up the interstices of coarse aggregate, watering and
compacting to the required density, etc. complete. For metal grade I,
using stone screening type A stone screening type A
579.60 One Cubic
metre
a) For metal grade I, using stone screening type A 1546.50 Rupees one thousand five hundred forty-
six and paise fifty only
One Cubic
metre
896351.00
As per RA
289.81 One Cubic
metre
b) For metal grade II, using stone screening type B 1696.50 Rupees one thousand six hundred ninety-
six and paise fifty only
One Cubic
metre
491663.00
164 Providing and constructing 75 mm.thick bituminious bound macadam
(BBM) road surface including supplying all materials, preparing the
existing road surface, spreading 40mm. stone metal layers 30% crusher
broken metal + 70% Hand broken (by breaking rubble obtained by
blasting) heating and spraying the bitumen of 60/70 grade @ 2 Kg /
sqm, spreading 12 mm.size chips compacting with power roller etc.
complete. a) On existing WBM surface including picking.
3720.00 One square
metre
Internal Road 210.25 Rupees two hundred ten and paise twenty-
five only
One square
metre
782130.00
165 Providing and laying Hot Mix Hot Laid Bituminous Macadam of
required 50 mm thickness with required 3.40 % of bitumen of VG 30,
by weight of total mix for levelling course to remove irregularities,
including all materials and crushed aggregates of require grading,
premixed with bitumen binder , including diversion of traffic, heating
bitumen and chips in suitable plant, laying biituminous macadam over
a previously prepared surface by hydrosatics paver finisher with sensor
control to the required grade level and aligment , including compacting
with vibratory roller, transportation and cost of all mterials, cleaning
etc complete .B]For thikness of 50to 70mm with 3.4% Bitumen and
Grading II coarse aggregate 2 USING DRUM MIX type hot mix plant
with SCADA and V-sat attachment ,Transporting the hot mix
maaterial to site with VTS [vehicle tracking sytem]
186.00 One Cubic
metre
Internal Road 7644.40 Rupees seven thousand six hundred forty-
four and paise forty only
One Cubic
metre
1421858.00
166 Providing and laying bituminous concrete using crushed aggregates of
specified grading premixed with bituminous binder @ 5.00 per cent by
weight of total mix and filler, transported to site with VTS , laid over a
previously prepared surface, finished to the required grade, level,
alignment, and rolling to achieve the desired compaction VG-30
Bitumen,Excluding tack coat. USING 80 TPH Batch mix type hot mix
plant with SCADA, Sensor Paver, Intelligent Compactor with
compaction analyzer and V-Sat attachment with Stone Dust filler
93.00 One Cubic
metre
Internal Road 9151.40 Rupees nine thousand one hundred fifty-
one and paise forty only
One Cubic
metre
851080.00
167 Providing and laying in situ cement concrete of 1:4:8 proportion with
trap / granite / quartzite / gneiss metal in foundation including
necessary compacting and curing complete. (Including plywood/ steel
formwork) The C.M. 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not
be allowed).
305.55 One Cubic
metre
SLAB/CC Drains 3107.8 Rupees three thousand one hundred
seven and paise eighty only
One Cubic
metre
949588.00
168 Providing and laying in situ cement concrete of M-15 / 1:2:4 with trap
/ granite / quartzite / gneiss metal in Drain wall including plywood/
steel formwork and steel centering, compaction by vibrator, finishing
uneven and honeycombed surface with C.M.1:3 of sufficient minimum
thickness to give smooth and even surface, filling joints with bitumen,
curing etc. complete. (Excluding cost of reinforcement.) The C.M. 1:3
plaster is considered for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering/formwork will not be allowed).
286.05 One Cubic
metre
SLAB/CC Drains 4644.20 Rupees four thousand six hundred forty-
four and paise twenty only
One Cubic
metre
1328473.00
169 Providing and fixing reinforced cement concrete cover in M-20 grade
of 7.5 cm thick over manhole and inspection chamber including mild
steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size)
(Prior approval of sample and brand by Ex.Engineer is necessary before
use.)
100.00 One number SLAB/CC Drains 875 Rupees eight hundred seventy-five and
paise nil only
One number 87500.00
170 Providing and fixing A.C./ UPVC pipes of 100 mm diameter and of
required length for For weep holes in abutment.riding return including
necessary inverted filter etc complete.
263.00 One running
metre
SLAB/CC Drains 125 Rupees one hundred twenty-five and
paise nil only
One running
metre
32875.00
171 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite /
gneiss metal in foundation as levelling course including necessary
bailing out water, including plywood/steel form work, steel centering,
compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster
is considered for rendering uneven and honeycombed surface only.
Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering/ formwork will not be allowed).
18.27 One Cubic
metre
SLAB/CC Drains 3507.80 Rupees three thousand five hundred
seven and paise eighty only
One Cubic
metre
64088.00
172 Providing and laying C.C. M-20 of required grade of trap / granite /
quartzite / gneiss metal for cast in situ piers, abutments, returns, wings
etc. including provision of 'V' shaped false joints to form suitable
panels on the faces to approved design including plywood/ steel
formwork, steel centering, compaction by vibrating finishing uneven
and honeycombed surface with C.M.1:3 of sufficient minimum
thickness to give a smooth and even surface or roughening the surface
if special finish is to be provided, curing and bailing out water. The
C.M. 1:3 plaster is considered for rendering uneven and honeycombed
surface only. (Excluding reinforcement, including cover block) Newly
laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering / formwork will not be allowed). b) For C.C. M-
20grade
139.68 One Cubic
metre
SLAB/CC Drains 4836.20 Rupees four thousand eight hundred thirty-
six and paise twenty only
One Cubic
metre
675520.00
173 Providing and laying in situ Cement concrete of M-25 required grade
of trap / granite / quartzite / gneiss metal for R.C.C Work in solid /
deck slab including plywood/steel formwork, steel centering,
compaction by vibrating finishing uneven and honeycombed surface
with C.M.1:3 of sufficient minimum thickness to give a smooth and
even surface or roughening the surface if special finish is to be
provided, curing and finishing in cement plaster (Excluding
reinforcement, including cover block) The C.M. 1:3 plaster is
considered for rendering uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering / formwork will not be allowed). b) For C.C. M-25
grade
163.64 One Cubic
metre
SLAB/CC Drains 5936.2 Rupees five thousand nine hundred thirty-
six and paise twenty only
One Cubic
metre
971400.00
174 Providing 90 cm thick flexible stone mat as per standard drawing
including supplying all materials at work site spreading and
compaction etc. complete.
594.00 One square
metre
SLAB/CC Drains 752.30 Rupees seven hundred fifty-two and paise
thirty only
One square
metre
446866.00
175 Providing selected murum (having PI < 6 ) filling including laying in
layers of 15 cm to 20 cm watering and compacting etc. complete.
199.80 One Cubic
metre
SLAB/CC Drains 341.40 Rupees three hundred forty-one and paise
forty only
One Cubic
metre
68212.00
176 Providing and fixing trap / granite / quartzite / gneiss guard stone/
indicator stone of standard size (15 X 15 X 15 cm ) and shape
including fixing in block of standard size (45 X 45 X 45 cm ) of
C.C. 1:4:8 with white washing etc. complete.
50.00 One number Internal Road 495 Rupees four hundred ninety-five and paise
nil only
One number 24750.00
177 Providing R.C.C. 1:2:4 5'th Km. Stone on S.H. and M.D.R. etc.
including cost of reinforcement @ 100 kg / cum), painting, numbering
etc. complete as per IRC design (IRC 8-1980) for highway 5th km.
Stones and fixing in standard size (55 X 80 X 60 cm ) C.C. 1:4:8 block
etc complete.
2.00 One number Internal Road 3300 Rupees three thousand three hundred and
paise nil only
One number 6600.00
178 Providing R.C.C 1:2:4 ordinary km. Stones including cost of
reinforcement @ 100 kg / cum) painting numbering etc. complete for
S.H. way and M.D.R. as per IRC design (IRC 8-1980) for highway km
stone and fixing in standard size (63 X 63 X 60 cm ) C.C. 1:4:8 block
etc complete.
4.00 One number Internal Road 1950 Rupees one thousand nine hundred fifty
and paise nil only
One number 7800.00
179 Providing R.C.C. 1:2:4 ordinary km. stones, for ODR and V.R.
including cost of reinforcement @ 100 kg / cum) painting numbering
etc. complete as per I.R.C. design (IRC 8-1980) for highway km.stone
and fixing in standard size (67 X 50 X 60 cm ) C.C. 1:4:8 block etc
complete.
4.00 One number Internal Road 1650 Rupees one thousand six hundred fifty
and paise nil only
One number 6600.00
180 Providing and fixing R.C.C. precast cement concrete M-15 pedestal OF
SIZE 0.75 X 0.75 X 0.20 m including cost of steel reinforcement for
Km.stone as per detailed drawing and specification including
transportation of pedestal Block , all lifts etc. complete.
20.00 One number Internal Road 1675 Rupees one thousand six hundred seventy-
five and paise nil only
One number 33500.00
181 Providing sills of polished Green Kota stone 20mm to 25mm
thick, on a bed of cement mortar 1:4 including cement float,
filling joints with slurry, curing, polishing, cleaning complete.
2.90 One square
metre
Control Room 789.25 Rupees seven hundred eighty-nine and
paise twenty-five only
One square
metre
2289.00
182 Proviing fire extinguisher , CO 2 type 2.0 KG with
horn and pipe capacity etc complete.
5.00 One number Control Room 4200.00 Rupees four thousand two hundred and
paise nil only
One number 21000.00
183 Proviing and fixing fire extinguisher , CO 2 type 4.5
KG with horn and pipe capacity etc complete.
5.00 One number Control Room 7500.00 Rupees seven thousand five hundred and
paise nil only
One number 37500.00
184 Proviing and fixing fire extinguisher , CO 2 type 10
KG capacity dry chemical powder pipe with horn and
pipe etc complete.
5.00 One number Control Room 3350.00 Rupees three thousand three hundred fifty
and paise nil only
One number 16750.00
185 Proviing and fixing fire extinguisher , CO 2 type 5
KG capacity dry chemical powder pipe with horn and
pipe etc complete.
5.00 One number Control Room 2400.00 Rupees two thousand four hundred and
paise nil only
One number 12000.00
186 Proviing and fixing fire extinguisher , water type 9
LT capacity etc complete.
5.00 One number Control Room 1900.00 Rupees one thousand nine hundred and
paise nil only
One number 9500.00
Rs. 56398366
T.S. NO 01 /SE/ Washim /Budget/Building/4059PWD/ 2015-16/ FOR RS, 60064240 /-
CHECKED BY -
Sub Divisional Officer Executive Engineer
Public Works Sub Division Public Works Division
Washim Washim
SCHEDULE " C "
I.NO. ITEM OF WORK
SPECIFICATION AS PER STD. SPECIFICATION 1979
EDITION ADDITIONAL CLAUSE AND SPECIFICATION IF ANY
1 2 3 4
1 Excavation for foundation in earth, soils of all types, sand, gravel and
soft murum, including removing the excavated material upto a distance
of 50 m. beyond the building area and stacking or spreading as
directed,, preparing the bed for the foundation and necessary back
filling, ramming, watering, including shoring and strutting as necessary
complete. Spec. No. : Bd.A.1/ Page No. 259
(1) Rate is inclusive of dewatering manually, no extra payment
shall be made on this account. (2) The useful excavated available
material shall be used for filling in plinth and soling. (3) The size
viz. length , width and depth of excavation shown on drawing
are tentative and may vary in actual execution. (4) The decision
regarding strata classification by the Engineer - in - charge shall
be final and binding on the contractor.
2 Excavation for foundation in hard murum including removing the
excavated material upto distance of 50 meters beyond the building area
and stacking or spreading as directed, preparing the bed for the
foundation and necessary back filling, ramming, watering including
shoring and strutting etc. complete. A) i. Lift upto 1.5 m. Spec. No. : Bd.A. 2/Page No. 259
(1) Rate is inclusive of dewatering manually, no extra payment
shall be made on this account. (2) The useful excavated available
material shall be used for filling in plinth and soling. (3) The size
viz. length , width and depth of excavation shown on drawing
are tentative and may vary in actual execution. (4) The decision
regarding strata classification by the Engineer - in - charge shall
be final and binding on the contractor.
3 Excavation for foundation in Hard Murum and boulders including
removing the excavated materials upto a distance of 50 meters, beyond
the building area and stacking or spreading as directed, preparing the
bed for the foundation and necessary back filling, ramming, watering
including shoring and strutting etc. complete.Spec. No. : Bd.A. 3/Page No. 259
(1) Rate is inclusive of dewatering manually, no extra payment
shall be made on this account. (2) The useful excavated available
material shall be used for filling in plinth and soling. (3) The size
viz. length , width and depth of excavation shown on drawing
are tentative and may vary in actual execution. (4) The decision
regarding strata classification by the Engineer - in - charge shall
be final and binding on the contractor.
Name of Work : Construction of Deputy Regional Transport Office Building at Washim
4 Excavation for foundation in soft rock, and old cement or lime masonry
foundations including removing the excavated materials upto a distance
of 50 meters beyond the building area and stacking as directed,
preparing the bed for the foundation and necessary back filling,
ramming, watering, including shoring and strutting etc.complete.
ii. Lift apto 1.5 m .Spec. No. : Bd.A. 4/Page No. 259
(1) Rate is inclusive of dewatering manually, no extra payment
shall be made on this account. (2) The useful excavated available
material shall be used for filling in plinth and soling. (3) The size
viz. length , width and depth of excavation shown on drawing
are tentative and may vary in actual execution. (4) The decision
regarding strata classification by the Engineer - in - charge shall
be final and binding on the contractor.
5 Providing Preconstructional Antitermite treatment by treating the
bottom surface and the sides of excavation at the rate of 3 litres of
emulsion concentrate of one percent concentration of
CHLORPYRIFOC 20% EC, ISI approved conforming (I.S.8944), (i.e
by diluting 5 ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and
spraying by high volume sprayer on one square metre surface area with
ten years guarantee bond as per I.S.6313 (Part II 1971)
Spec.No.As per
I.S.8944
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
6 Providing and laying in situ, cement concrete M-15 of trap/
granite/quartzite/gneiss metal for foundation and bedding including
bailing out water, plywood/steel formwork, compacting, finishing
uneven and honeycombed surface, curing etc. complete. The Cement
Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be
allowed.)
Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]
(1) The work shall be executed as per the direction of Engineer
in - charge . (2) Only crusher broken metal shall be used. (3)
The concrete shall be mixed in weigh batch mixture (4) The rate
is inclusive of all leads and lifts. (5) Dewatering if required shall
be carried out by contractor at no extra cost to Government . (6)
Minimum cement content shall be 170 kilogram per cubic metre.
(7) The river sand brought on site shall be washed by sand
washing machine prior to mixing for concrete. No claim or
enhancement of rate due to this provision shall be entertained.
(7a) Preferably river sand shall be used for concreting. However
crushed stone sand is permitted if river sand is not available
after due approval of Engineer in charge. In such case rates for
concreting will be suitably reduced. (8) All the materials such as
cement , sand , metal and water shall be got tested as per
frequency and approved from the Engineer - in - Charge.
7 Providing and laying in situ cement concrete of required grade of trap /
granite/ quartzite / gneiss metal for R.C.C. work in foundations like
raft, grillages, strip foundations and footings of R.C.C. columns and
steel stanchions including bailing out water, plywood/steel formwork,
compaction, curing and roughening the surface if special finish is to be
provided, finishing uneven and honeycombed surface with C.M. 1:3 of
sufficient minimum thickness to give smooth and even surface etc.
complete. (Excluding reinforcement and structural steel, including
cover block) The Cement Mortar 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will
not be allowed) b) For C.C.M-25 Cu.m
Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]
(1) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F-5. (2) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (3) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (4) The charges for mix design shall be
borne by the contractor. (5)Cement from same stock sent for mix
design shall be used for concrete work. (6) Before concreting
work , cement from each consignment shall be got tested and if
required the mix shall be got modified to strength of fresh
cement available in stock and concreting work shall be done
according to redesigned mix without any extra cost to
Government. (7) Dewatering if required , by any means shall be
carried out by contractor at no extra cost to Government. (8) The
river sand brought on site shall be washed prior to mixing for
concrete. This condition is applicable for sand related items
elsewhere. No claims or enhancement of rates due to this
provision shall be entertained. (9) Preferably river sand shall be
used for concreting. However crushed stone sand is permitted if
river sand is not available after due approval of Engineer in
charge. In such case rates for concreting will be suitably
reduced.
(10) Mix design shall be reverified / modified after every four
months or whenever there is change in source of quarry
materials , whichever is earlier. Charges of mix design shall be
borne by contractor. (11) The cement consumption considered
for this item is 375 kilogramme / cubic metre of concrete.
However actual cement consumption shall be as per approved
mix design. (12) All the materials such as cement , sand , metal
and water shall be got tested and approved from the Engineer -
in - Charge. (13) The concrete shall be mixed in weigh batch
mixture (14) All the relevant specifications from the book of
standard specifications for concrete ( Red book ) and provisions
as per I.S. :456 - 2000 for RCC works shall be applicable to this
item. (15) Mode of measurement shall be as per B 6.15 of
standard specification on page 38. Part rate as approved by
Engineer - in - Charge shall be considered for payment at the
time of running account bill. Releasing of full rate shall be
considered only after submission of test results of concrete cubes
which shall satisfy the acceptance criteria given in I.S. 456 - 2000.
(16) The minimum cement content shall not be less than that
specified in I.S. 456 - 2000. (17) Adjustable props and fasteners
shall be used for scaffolding. (18) The item is inclusive of
preparing and placing concrete cover blocks of M-25 grade of
required size as per IS : 456-2000 without extra cost to
Government of Maharashtra."
8 Providing and casting in situ cement concrete of required grade of trap
/ granite /quartzite/ gneiss metal for R.C.C. columns as per detailed
design and drawings or as directed, including steel centering, plywood/
steel formwork, compaction, finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the surface if special finish is
to be provided and curing etc. complete. (Excluding
reinforcement,including cover block) The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering will not be allowed) b) For C.C.M-20 Cu.m
Spec.No: Bd.F.5/Page No. 300/I.S. 456(2000)
C.S.R. Item No. 3 Page No. 11 Spec.No.Bd.F./P.No.300/I.S. 456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (4) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (5) The charges for mix design shall be
borne by the contractor. (6) Cement from same stock sent for
mix design shall be used for concrete work. (7) No extra
payment shall be made for finishing the work in cement mortar
1:3 if required to be executed as directed by Engineer in Charge .
(8) Cement from same stock sent for mix design shall be used for
concrete work." (9) Before concreting work , cement from each
consignment shall be got tested and if required the mix shall be
got modified to strength of fresh cement available in stock and
concreting work shall be done according to redesigned mix
without any extra cost to Government. (10) Additional
specification attached on Page No 117 to 125 separately shall
also be applicable to this item. (11) The formwork and steel
centering specification are separately attached on Page No 118
to 121.
(12) The river sand brought on site shall be washed prior to its
mixing for concrete. This condition is applicable for sand related
items elsewhere. No claims or enhancement of rates due to this
provision shall be entertained." (13) Preferably river sand shall
be used for concreting. However crushed stone sand is
permitted if river sand is not available after due approval of
Engineer in charge. In such case rates for concreting will be
suitably reduced. (14) Mix design shall be reverified / modified
after every four months or whenever there is change in source of
quarry materials , whichever is earlier. The charges for mix
design shall be borne by the contractor. (15) The cement
consumption considered for this item is 375 kilogramme/cubic
metre of concrete. However actual cement consumption shall be
as per approved mix design. (17) The concrete shall be mixed in
weigh batch mixture
9 Providing and casting in situ cement concrete of required grade of trap
/ granite /quartzite /gneiss metal for R.C.C. beams and lintels as per
detailed design and drawings or as directed, plywood/steel formwork ,
compaction, finishing uneven and honeycombed surface with C.M.1:3
of sufficient minimum thickness to give a smooth and even surface or
roughening if special finish is to be provided and curing etc. complete.
(Excluding reinforcement, including cover block). The Cement Mortar
1:3 plaster is considered for rendering uneven and honeycombed
surface only. Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc. For C.C.M-20
Spec.No.Bd.F.6/P.No.300/I.S. 456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (4) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (5) The charges for mix design shall be
borne by the contractor. (6) Cement from same stock sent for
mix design shall be used for concrete work. (7) No extra
payment shall be made for finishing the work in cement mortar
1:3 if required to be executed as directed by Engineer in Charge .
(8) Cement from same stock sent for mix design shall be used for
concrete work." (9) Before concreting work , cement from each
consignment shall be got tested and if required the mix shall be
got modified to strength of fresh cement available in stock and
concreting work shall be done according to redesigned mix
without any extra cost to Government. (10) Additional
specification attached on Page No 117 to 125 separately shall
also be applicable to this item. (11) The formwork and steel
centering specification are separately attached on Page No 118
to 121.
10 Providing and casting in situ cement concrete of required grade of trap
/ quartzite / granite/gneiss metal for R.C.C. chajja as per detailed
design and drawings including steel centering, plywood/ steel
formwork, steel props, compaction finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the surface if special finish is
to be provided and curing etc. complete. (Excluding reinforcement,
including cover block) The Cement Mortar 1:3 plaster is considered for
rendering uneven and honeycombed surface only.Newly laid concrete
shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden
Spec.No.Bd.F.9/P.No.303/I.S. 456[2000]
(12) The river sand brought on site shall be washed prior to its
mixing for concrete. This condition is applicable for sand related
items elsewhere. No claims or enhancement of rates due to this
provision shall be entertained." (13) Preferably river sand shall
be used for concreting. However crushed stone sand is
permitted if river sand is not available after due approval of
Engineer in charge. In such case rates for concreting will be
suitably reduced. (14) Mix design shall be reverified / modified
after every four months or whenever there is change in source of
11 Providing and casting in situ cement concrete of required grade of trap
/ granite /quartzite /gneiss metal for R.C.C slabs and landings as per
detailed design and drawings including steel centering, plywood /steel
formwork, steel props, compaction, finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening the surface if special finish is
to be provided and curing etc. complete. (Excluding reinforcement,
including cover block) The Cement Mortar 1:3 plaster is considered for
rendering uneven and honey combed surface only. Newly laid concrete
shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden
centering will not be allowed)
Spec.No.Bd.F.8/P.No.302/I.S. 456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (4) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (5) The charges for mix design shall be
borne by the contractor. (6) Cement from same stock sent for
mix design shall be used for concrete work. (7) No extra
payment shall be made for finishing the work in cement mortar
1:3 if required to be executed as directed by Engineer in Charge .
(8) Cement from same stock sent for mix design shall be used for
concrete work." (9) Before concreting work , cement from each
consignment shall be got tested and if required the mix shall be
got modified to strength of fresh cement available in stock and
concreting work shall be done according to redesigned mix
without any extra cost to Government. (10) Additional
specification attached on Page No 117 to 125 separately shall
also be applicable to this item. (11) The formwork and steel
centering specification are separately attached on Page No 118
to 121.
(12) The river sand brought on site shall be washed prior to its
mixing for concrete. This condition is applicable for sand related
items elsewhere. No claims or enhancement of rates due to this
provision shall be entertained." (13) Preferably river sand shall
be used for concreting. However crushed stone sand is
permitted if river sand is not available after due approval of
Engineer in charge. In such case rates for concreting will be
suitably reduced. (14) Mix design shall be reverified / modified
after every four months or whenever there is change in source of
quarry materials , whichever is earlier. The charges for mix
design shall be borne by the contractor. (15) The cement
consumption considered for this item is 375 kilogramme/cubic
metre of concrete. However actual cement consumption shall be
as per approved mix design. (17) The concrete shall be mixed in
weigh batch mixture
12 Providing and casting in situ cement concrete of required grade of trap
/ granite / gneiss / quartzite metal for R.C.C. pardi 75 mm thick
including steel centering, plywood /steel formwork, compaction,
finishing uneven and honeycombed surface with C.M. 1:3 of sufficient
minimum thickness to give a smooth and even surface or roughening
them if special finish is to be provided and curing
etc.complete.(Excluding reinforcement, including cover block) The
Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only.( Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be
allowed)
Spec.No.: Bd.F.11/Page No.304/I.S. 456 (2000)
C.S.R. Item No. 16 Page No. 16
Spec.No.Bd.F.11/P.No.304/I.S.
456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (4) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (5) The charges for mix design shall be
borne by the contractor. (6) Cement from same stock sent for
mix design shall be used for concrete work. (7) No extra
payment shall be made for finishing the work in cement mortar
1:3 if required to be executed as directed by Engineer in Charge .
(8) Cement from same stock sent for mix design shall be used for
concrete work." (9) Before concreting work , cement from each
consignment shall be got tested and if required the mix shall be
got modified to strength of fresh cement available in stock and 13 Providing and casting in situ cement concrete of required grade of trap
/ quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of
staircases as per detailed design and drawings or as directed including
steel centering, plywood/ steel formwork, steel props, compaction,
finishing uneven and honeycombed surface with C.M. 1:3 of sufficient
minimum thickness to give a smooth and even surface or roughening
the surface if special finish is to be provided and curing etc. complete.
(Excluding einforcement, including cover block) The Cement Mortar
1:3 plaster is considered for rendering uneven and honeycombed
surface only. (Newly laid concrete shall be covered by gunny bag,
plastic, tarpaulin etc.) (Wooden centering will not be allowed) a) For
C.C.M-20 Spec.No.: Bd.F.13/Page No.305/I.S. 456 (2000)
C.S.R. Item No. 12 Page No. 15
Spec.No.Bd.F.13/P.No.305/I.S.
456[2000]
(12) The river sand brought on site shall be washed prior to its
mixing for concrete. This condition is applicable for sand related
items elsewhere. No claims or enhancement of rates due to this
provision shall be entertained." (13) Preferably river sand shall
be used for concreting. However crushed stone sand is
permitted if river sand is not available after due approval of
Engineer in charge. In such case rates for concreting will be
suitably reduced. (14) Mix design shall be reverified / modified
after every four months or whenever there is change in source of
quarry materials , whichever is earlier. The charges for mix
design shall be borne by the contractor. (15) The cement
consumption considered for this item is 375 kilogramme/cubic
metre of concrete. However actual cement consumption shall be
14 Providing and casting in situ cement concrete of required grade of trap
/ quartzite /granite /gneiss metal for R.C.C. canopy as per detailed
design and drawings including steel centering, plywood / steel
formwork, steel props,compaction, finishing uneven and honeycombed
surface with C.M. 1:3 of sufficient minimum thickness to give a
smooth and even surface or roughening surface if special finish is to be
provided and curing etc. complete. (Excluding reinforcement, including
cover block) The Cement Mortar 1:3 plaster is considered for rendering
uneven and honeycombed surface only. Newly laid concrete shall be
covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will
not be allowed) a) For C.C.M-20
Spec.No.: Bd.F.10/ Page No.304/I.S. 456 (2000) 8
C.S.R. Item No. 7 Page No. 12 Spec.No.Bd.F.9/P.No.303/I.S. 456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 20 & M 25 concrete shall be provided instead of cement
concrete 1:1.5:3 & 1:1:2 as specified in BD F - 5. (3) Use of
admixture shall be permitted , however no extra payment will
be made on that account. (4) The appropriate mix design shall
be got approved well in advance from approved laboratory,
before starting of work (5) The charges for mix design shall be
borne by the contractor. (6) Cement from same stock sent for
mix design shall be used for concrete work. (7) No extra
payment shall be made for finishing the work in cement mortar
1:3 if required to be executed as directed by Engineer in Charge .
(8) Cement from same stock sent for mix design shall be used for
concrete work." (9) Before concreting work , cement from each
consignment shall be got tested and if required the mix shall be
got modified to strength of fresh cement available in stock and
concreting work shall be done according to redesigned mix
without any extra cost to Government. (10) Additional
specification attached on Page No 117 to 125 separately shall
also be applicable to this item. (11) The formwork and steel
centering specification are separately attached on Page No 118
to 121.
15 Providing and fixing in position reinforcement of various diameters for
R.C.C. pile caps, footings, foundations, slabs, beams and columns,
canopies, staircases, newels, chajjas, lintels, pardies, coping, fins,
arches etc. as per detailed design and drawings and schedules including
cutting, bending, hooking the bars, binding with wires or tack welding
and supporting as required completed. a) For TMT Fe 415 Grade steel
bars ( If Mild steel / HYSD bars steel is to be used prior permission
from S.E.should be taken )
Spec.No.Bd.F.17/P.No.306/For TMT Fe
415 steel bars
(12) The river sand brought on site shall be washed prior to its
mixing for concrete. This condition is applicable for sand related
items elsewhere. No claims or enhancement of rates due to this
provision shall be entertained." (13) Preferably river sand shall
be used for concreting. However crushed stone sand is
permitted if river sand is not available after due approval of
Engineer in charge. In such case rates for concreting will be
suitably reduced. (14) Mix design shall be reverified / modified
after every four months or whenever there is change in source of
quarry materials , whichever is earlier. The charges for mix
design shall be borne by the contractor. (15) The cement
consumption considered for this item is 375 kilogramme/cubic
metre of concrete. However actual cement consumption shall be
as per approved mix design. (17) The concrete shall be mixed in
weigh batch mixture
16 Providing and laying 50 mm thick layer in cement mortar 1:8 below
plinth beam including floating, watering, curing and leveling and
ramming the bed if necessary before laying the layer etc. complete.
Spec.No.: As directed by Engineer- in-charge
Spec. No. : As directed by Engineer-in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) The river sand brought on site shall be washed prior to
its mixing for mortar. No claims or enhancement of rates due to
this provision shall be entertained. (3) Curing shall be done by
sprinkling water on the surface for a minimum period of 14
days. Plastered surface shall be immediately covered after
finishing , application of water shall be started after final setting
time of concrete. (6) Only 43 grade cement shall be used for all
plastering work."
17 Providing Fly ash lime brick masonry (bricks conforming to I.S.12894
: 1990 of size 19 cm x 9 cm x 9 cm ) in cement mortar 1:6 in
foundations and plinth of inner walls / in plinth of external walls
including bailing out water, striking joints on unexposed faces, racking
out joints on exposed faces and watering complete.
Spec.No.: Bd.G.1/Page No.313
Spec.No.: Bd.G.1/Page No.313
(1)The bricks shall be well burnt without damaging to the edges
and shall be soaked in water before use in masonry. The rates
are inclusive of all leads and lift. (2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained.
18 Filling in plinth and floors with approved excavated materials in 15 cm.
to 20 cm. layers including watering and compaction complete. Spec. No. : Bd.A. 10/Page No. 262
(1) The compaction should be done with heavy rammer as
directed by Engineer in charge to his satisfaction. (2) The
material for filling shall be approved from Engineer - in - charge
before use.
19 Filling in plinth and floors with contractors approved material / murum
in 15 cm to 20 cm layers including watering and compaction complete. Spec. No. : Bd.A. 11/Page No. 263
(1) The compaction should be done with heavy rammer as
directed by Engineer in charge to his satisfaction. (2) The
material for filling shall be approved from Engineer - in - charge
before use.
20 Providing Preconstructional Anti- termite treatment by treating the top
surface of plinth filling at the rate of 5 litres of emulsion concentrate of
one percent concentration of CHLORPYRIFOC 20% EC ISI approved
conforming (I.S.8944) to per square metre of surface area by high
volume sprayer with ten years guarantee bond as per I.S.- 6313 (Part
III) of 1971.
Spec.No.: As per I.S. 8944
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
21 Providing soling using 80 mm size granite / quartzite / gneiss / trap
metal in 15 cm. layer including hand packing filling voids with sand /
grit, ramming, watering etc complete. Spec. No. : As directed by Engineer-in-
charge.
The size of trap metal should be 80 milimeter and sample of
metal shall be approved from Engineer - in - Charge before use .
The compaction should be done with heavy rammer as directed
by Engineer in charge to his satisfaction. And the item shall be
carried out as per wording of the item and as directed by
Engineer - in - charge.
22 Providing and laying in situ, cement concrete M-10/(1:3:6) of
trap/granite/quartzite/gneiss metal for foundation and bedding
including plywood/steel formwork bailing out water, compacting,
finishing uneven and honeycombed surface, curing etc. complete. The
Cement Mortar 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be
allowed.)
Spec.No. Bd.E.1/P.No.287/I.S.[2000]
(1) The work shall be executed as per the direction of Engineer
in - charge . (2) Only crusher broken metal shall be used. (3)
The concrete shall be mixed in weigh batch mixture (4) The rate
is inclusive of all leads and lifts. (5) Dewatering if required shall
be carried out by contractor at no extra cost to Government . (6)
Minimum cement content shall be 170 kilogram per cubic metre.
(7) The river sand brought on site shall be washed by sand
washing machine prior to mixing for concrete. No claim or
enhancement of rate due to this provision shall be entertained.
(7a) Preferably river sand shall be used for concreting. However
crushed stone sand is permitted if river sand is not available
after due approval of Engineer in charge. In such case rates for
concreting will be suitably reduced. (8) All the materials such as
cement , sand , metal and water shall be got tested as per
frequency and approved from the Engineer - in - Charge.
23 Providing Fly ash lime Brick masonry ( Bricks conforming to
I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6
in super structure including striking joints, racking out joints watering
and scaffolding complete. Spec.No.: Bd.G.5/Page No.315
(1) The bricks shall be well burnt without damaging to the edges
and shall be soaked in water before use in masonry. The rates
are inclusive of all leads and lift. (2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained.
24 Providing Fly ash lime Brick masonry (Bricks conforming to I.S.
12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar
1:4 in half brick thick wall including 75 mm thick band in C.C. 1:2:4
after every eleventh layer with mild steel Longitudinal reinforcementof
2 bars of 8 mm diameter, scaffolding, racking outjoints and watering
etc. complete. ( The C.C. band to be provided along with M.S.
reinforcement.)
Spec.No.: Bd.G.7/Page No.316
(1) The bricks shall be well burnt without damaging to the edges
and shall be soaked in water before use in masonry. The rates
are inclusive of all leads and lift. (2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained.
25 Providing and casting in situ cement concrete of required grade of trap/
granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs,
block in course, or architraves of required size and shapes including
steel centering, plywood/steel formwork, compacting, roughening them
if special finish is to be provided,finishing uneven and honeycombed
surface and curing etc. complete. The Cement Mortar 1:3 plaster is
considered for rendering uneven and honeycombed surface only. Newly
laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering will not be allowed.)
Spec.No.Bd.E.5/Page No.290/I.S.456 (2000)
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
26 Providing and applying putty to old/ new plastered surfaces in two
coats to receive approved paint in all positions including all
materials,labour scaffolding and curing etc. complete. B) New Surface
Spec.No.: As directed by Engineer- in-
charge.
(1) The material shall be got approved before starting the work.
(2) As directed by Engineer Incharge and as per wording of
item.
27 Providing internal cement plaster 12 mm thick in a single coat in
cement mortar 1:5 without neeru finish to concrete or brick surface in
all positions including scaffolding and curing complete.
Spec.No.: Bd.L.2/Page No.368
(1) The rates are inclusive of all leads and lifts. (2) If any crack
appears in the plaster, they shall be repaired as directed by
Engineer-in-charge by using water proofing compound. No
extra payment shall be allowed on this account. (3) The river
sand brought on site shall be washed prior to its mixing for
mortar. No claims or enhancement of rates due to this provision
shall be entertained. (4) Curing shall be done by sprinkling
water on the surface for a minimum period of 14 days. Plastered
surface shall be immediately covered after finishing , application
of water shall be started after final setting time of concrete. (6)
Only 43 grade cement shall be used for all plastering work."
28 Providing internal cement plaster 20mm thick in a single coat in
cement mortar 1:5 without neeru finish to concrete, brick surfaces in all
positions including scaffolding and curing.
Spec.No.: Bd.L.4/Page No.368
(1) The rates are inclusive of all leads and lifts. (2) If any crack
appears in the plaster, they shall be repaired as directed by
Engineer-in-charge by using water proofing compound. No
extra payment shall be allowed on this account. (3) The river
sand brought on site shall be washed prior to its mixing for
mortar. No claims or enhancement of rates due to this provision
shall be entertained. (4) Curing shall be done by sprinkling
water on the surface for a minimum period of 14 days. Plastered
surface shall be immediately covered after finishing , application
of water shall be started after final setting time of concrete. (6)
Only 43 grade cement shall be used for all plastering work."
29 Providing sand faced plaster for external portion in cement mortar
using Kharsalia / Kasaba or similar type of sand, in all positions
including base coat of 15 mm. Thick in C.M. 1:4 using water proofing
compound at 1 kg per cement bag, curing the same for not less than 3
days and keeping the surface of the base coat rough to receive the sand
faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by
taking out grains, making grooves and curing for fourteen days
scaffolding etc. complete.
Spec.No.: Bd.L.7/Page NO.369
(1) The rates are inclusive of all leads and lifts. (2) If any crack
appears in the plaster, they shall be repaired as directed by
Engineer-in-charge by using plaster of Paris. No extra
payment shall be allowed on this account. (3) After application
of the base coat ,the grains shall be taken out using a sponge
and not by machine. (4) The river sand brought on site shall be
washed prior to its mixing for mortar. No claims or
enhancement of rates due to this provision shall be entertained.
(5) The item includes drip moulding in Chajjas , canopies,
window , top of water closet etc. without extra cost. (6) Curing
shall be done by sprinkling water on the surface for a minimum
period of 14 days. Plastered surface shall be immediately
covered after finishing , application of water shall be started
after final setting time of concrete. (7) Only 43 grade cement
shall be used for all plastering work."
30 Providing and fixing chicken mesh of 22 gauge, with about 30 cm.
width at the junction of R.C.C members and brick work, of approved
quality including fixing mesh in position by necessary drilling in
concrete or/B.B.masonry and or tying by binding wire etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
31 Providing groove to required size at specified location as directed by
Engineer, at junction of brick masonry wall and R.C.C beams or
Column, at junction of composite masonry, including scaffolding,
finishing, curing etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
32 Providing and laying polished Kota Stone slabs 20mm to 25 mm thick
for treads and risers of steps and staircases, with rounded nosing and
groove at edge for the treads, on a bed of C.M. 1:4 including cement
float filling joints with neat cement slurry, curing, polishing and
cleaning complete. Spec.No. Bd.M..22/P. No.390
(1) The sample of kotah stone shall be got approved from the
Engineer - in - charge before its procurement and use. The rates
are inclusive of all leads and lift..(2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained. (3) The item shall be executed as directed by
Engineer Incharge and as per wording of item.
33 Providing and laying hand cut polished kota stone of size 0.6 m x 0.6
m for Flooring 20 mm to 25 mm thick plain pattern on a bed of C.M.
1:6 including cement float, filling joints with neat cement slurry, curing
rubbing, polishing and cleaning complete.
Spec.No.: Bd.M.3/Page No.380
(1) The sample of kotah stone shall be got approved from the
Engineer - in - charge before its procurement and use. The rates
are inclusive of all leads and lift..(2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained. (3) The item shall be executed as directed by
Engineer Incharge and as per wording of item.
34 Providing and fixing in required position skirting or dado of polished
Kota stone slabs 20 mm to 25 mm thick and required width after
making the wall portion to required level with C.M.1:4 and fixing tiles
with ready made adhesive including cement float, filling joints with
cement slurry, curing rubbing, polishing and cleaning complete. Spec.No.: Bd.M.5/Page No.381
(1) The sample of kotah stone shall be got approved from the
Engineer - in - charge before its procurement and use. The rates
are inclusive of all leads and lift..(2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained. (3) The item shall be executed as directed by
Engineer Incharge and as per wording of item.
35 Providing and Laying ceramic tiles of approved quality minimum 300
x 300mm size or of required size and thickness for flooring in required
position laid on bed of C.M.1:4 including cement float, filling joint
with white / colour cement slurry, cleaning, curing, complete. Spec.No.: As directed by Engineer- in-
charge.
(1) The sample of ceramic tiles shall be got approved from the
Engineer-in-charge before its procurement and use. (2) The
ceramic tiles used shall be confirm to IS 4832 -1969 Part I ,II ,III.
(3)The readymade adhesive should be of approved made and
sample got approved from the Engineer Incharge (4) The rates
are inclusive of all leads and lifts.
36 Providing and fixing ceramic tiles of approved quality required size
and thickness for dado and skirting in required position with ready
made adhesive mortar of approved quality in required position after
making the wall portion in level in plaster of C.M. 1:4 including joint
filling with white/colour cement slurry cleaning curing complete. (300
mm x 300 mm Size)
Spec.No.: As directed by Engineer- in-
charge.
(1) The sample of ceramic tiles shall be got approved from the
Engineer-in-charge before its procurement and use. (2) The
ceramic tiles used shall be confirm to IS 4832 -1969 Part I ,II ,III.
(3)The readymade adhesive should be of approved made and
sample got approved from the Engineer Incharge (4) The rates
are inclusive of all leads and lifts.
37 Providing and laying cement concrete flooring 50 mm thick with 1:2:4
cement concrete laid to proper level and slope in alternate bays,
including compacting, PVC/ Glass/Aluminum strips at joints, marking
lines to give appearance of tiles of 30 cm x 30 cm or other size laid
diagonally/square etc. finishing smooth (with extra cement) in any
colour as directed and curing complete.
Bd.M.6/P.NO.381
(1) The river sand brought on site shall be washed prior to its
mixing for masonry. No claims or enhancement of rates due to
this provision shall be entertained. (2) Approved and tested
chequered tiles shall be used (3) The P. V. C. / Glass /
Aluminium strips shall be got approved from the Engineer - in -
charge. The rates are inclusive of all leads and lift.
38 Providing sills / jambs / revels of white marble slabs or equivalent 16
mm to 18 mm thick of approved quality vein and colour with machine
polished surface on a bed of Cement Mortar 1:4 including neat cement
float filling joints with neat cement slurry to match the colour of the
slabs curing, polishing and cleaning etc. complete. c) Granite sills /
jambs / revels
Bd.M.31/P.NO.392
(1) The sample of granite shall be got approved from the
Engineer-in-charge before its procurement and use. (2) The
river sand brought on site shall be washed prior to its mixing for
masonry. No claims or enhancement of rates due to this
provision shall be entertained. (3) Approved and tested granite
shall be used (4) As directed by Engineer-in-charge.
39 Providing and fixing white marble slabs or equivalent of required size
and 16 to 18 mm thick of approved quality vein and colour with
machine polished surface for dado and skirting after making the
required portion in level, in cement plaster 1:4 and fixing the slabs with
ready made adhesive including filling joints with neat approved
coloured slurry, curing polishing, cleaning complete.
Bd.M.17/P.NO.387
(1) The sample of Marble shall be got approved from the
Engineer-in-charge before its procurement and use. (2) The
river sand brought on site shall be washed prior to its mixing for
masonry. No claims or enhancement of rates due to this
provision shall be entertained. (3) Approved and tested
Kadappa shall be used (4) As directed by Engineer-in-charge.
40 Providing Water proofing treatment to newly laid fully cured concrete
slab of terraces by applying first coat of polymer modified semi-
viscous paste prepared by mixing polymer of approved make (such as
Master Seal 550/ brush bond / Roff Supercrete / Webercrete /
Monobond /Perma shield / Hypercrete / Master Crete M 81) and
Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex
water proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water & polymer
jelly for second coat ) to a neatly cleaned and dust free concrete surface
and upto 300 mm. over parapet wall prepared by removing loose and
deposited material with brush and water,followed by two coats of
flexible cementious coating e.g. MYK Aquafine-UM ,Monopo G
coat,or equivalent as per manufacturer’s specifications after laying
glass fibre mesh of 10 x 10 specification of approved make over tacky
surface of first coat of coating followed by second coat in transverse
direction, sprinkling coarse sand over it, followed
As directed by Engineer-in-charge.
(1) As directed by Engineer Incharge and as per wording of
item. The rates are inclusive of all leads and lifts. (2) The river
sand brought on site shall be washed by sand washing machine
prior to its mixing for mortar. No claims or enhancement of
rates due to this provision shall be entertained. (3) The material
polymer modified semi - viscous paste, glass fibre mesh of 10 x
10 specification, shall be of approved manufacturer and of good
quality. (4) The finishing shall be plain and in line and level. (6)
Curing shall be done by sprinkling water on the surface for a
minimum period of 14 days. Plastered surface shall be
immediately covered after finishing , application of water shall
be started after final setting time of concrete. (7) Only 43 grade
cement shall be used for all plastering work."
by protective mechanical cover of 40 mm to 75 mm thick cement
concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and
water proofing compound of approved make alongwith 14 guage 40
mm x40 mm size welded mesh to prevent cracking of concrete and
polypropylene fibres @ 125 gm per bag of cement within it confirming
to IS, in pannels of 3m/4m or as per site condition & filling the joints
with poly sulphide sealant (0.125 kg per sq.mt.) after curing including
providing holler with drip moulds at the junction and finishing the
concrete surface with neat cement slurry and filling the joints with poly
sulphide sealant(0.12 kg per sq.mt.) after curing including providing
holler with drip moulds at the junction and finishing the concrete
surface with neat cement slurry, of cement incuding curing as directed
and ponding the surface with cement sand mortor 1:2.5 with high
performance highly impermeable polymer e.g. superscreed-P or
equivalent including curing as directed and ponding the surface as
directed etc.complete ; covering 10 years guarantee against
leakproofness on court Fee stamp paper of Rs 100/- (Note : for
slanting length upto. 5.0 m ) Spec.No.: As directed by Engineer- in-
charge. (Note : for slanting length upto. 5.0 m )
41 Providing water proofing treatment to Bath & W.C. sunk by applying
first coat of polymer modified semi-viscous paste prepared by applying
grouting with cement slurry admixed with non shrink grout additives as
per manufacturers specifications, mixing polymer of approved make
(such as Master Seal 550/ brushbond/ Roff Supercrete/ Webercrete/
Monobond / Perma shield / Hypercrate/ Master Crete M 81) and
cement in 1:2 proportion (1 litre polymer : 2 Kg Cement) or Rohnex
water proofing system in two coats(1kg powder,700 ml water and
polymer jelly for first coat & 1 kg powder,500 ml water & polymer
jelly for second coat to a neatly cleaned and dust free concrete surface
prepared by removing loose and deposited material with brush and
water, laying glass fibre mesh of 10 x 10 specification of approved
make over tacky surface of first coat of polymer followed by second
coat in transverse direction, sprinkling coarse sand over it followed by
protective mechanical cover of 15 to 20 mm thick polymer modified
plaster to coated surface of sunk @ 2 litre per bag of cement and filling
joints with non shrink compound and covering 10 years guarantee
against leakproofness on court fee stamp paper of Rs. 100/- (excluding
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. The rates are inclusive of all leads and lifts. (2) The river
sand brought on site shall be washed by sand washing machine
prior to its mixing for mortar. No claims or enhancement of
rates due to this provision shall be entertained. (3) The material
polymer modified semi - viscous paste, glass fibre mesh of 10 x
10 specification, shall be of approved manufacturer and of good
quality. (4) The finishing shall be plain and in line and level. (6)
Curing shall be done by sprinkling water on the surface for a
minimum period of 14 days. Plastered surface shall be
immediately covered after finishing , application of water shall
be started after final setting time of concrete. (7) Only 43 grade
cement shall be used for all plastering work."
42 Providing water proofing in W.C. and bath including B.B. Coba in all
position consisting of specialised approved waterproofing compound
and materials as per manufacturers specifications and covering 10
years guarantee on court fee stamp paper of Rs.100/- including all lead,
lift and ponding test etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. The rates are inclusive of all leads and lifts. (2) The river
sand brought on site shall be washed by sand washing machine
prior to its mixing for mortar. No claims or enhancement of
rates due to this provision shall be entertained. (3) The material
polymer modified semi - viscous paste, glass fibre mesh of 10 x
10 specification, shall be of approved manufacturer and of good
quality. (4) The finishing shall be plain and in line and level. (6)
Curing shall be done by sprinkling water on the surface for a
minimum period of 14 days. Plastered surface shall be
immediately covered after finishing , application of water shall
be started after final setting time of concrete. (7) Only 43 grade
cement shall be used for all plastering work."
43 Providing and fixing in position Partitions/ Shelves/seating platforms
of polished Kaddappa / Marble / Granite stone of required thickness
,including making groove in wall / concrete surface filling joints with
slurry, curing, polishing, rounding edges, as required cleaning etc.
complete. b) Marble shelves 18 mm to 20 mm thick Spec.No.: As
directed by Engineer- in-charge.
Spec.No.: As directed by Engineer- in-
charge.
(1) The sample of Marble stone shall be got approved from the
Engineer - in - charge before its procurement and use. The rates
are inclusive of all leads and lift..(2) The river sand brought on
site shall be washed prior to its mixing for masonry. No claims
or enhancement of rates due to this provision shall be
entertained. (3) The item shall be executed as directed by
Engineer Incharge and as per wording of item.
44 Providing and fixing country teak wood frame 60 mm x 100 mm
standard size for second class doors with/without ventilator windows
and wondows fan light and clear storey windows including all
mouldings, chamfering, rounding, and abauting holdfasts and finishing
with one coat of primer etc. complete.(Only for exterior doors) Bd.T.2/P.NO.478
(1) The sample of country teak wood shall be got approved from
the Engineer - in - charge before its procurement and use. The
rates are inclusive of all leads and lift..(2) The country teak
wood brought from Legal No claims or enhancement of rates
due to this provision shall be entertained. (3) The item shall be
executed as directed by Engineer Incharge and as per wording
of item.
45 Providing and fixing factory made precast door/window frames of C.C.
M-40 grade of section 100 mm x 60 mm including reinforcement as per
I.S.6523 with polymeric blocks having screw holding capacity of 250
kg/screw fixed in position in R.C.C.frame as per requirement and as
per specifications without fan light including holdfasts, carting and
erecting in position and two coats of oil paint etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) The R. C. C. M40 frames shall be well cured and free from
any damage. (2)The sample shall be got approved from the
Engineer-in-charge. (3) As directed by Engineer Incharge and as
per wording of item.
46 Providing and fixing in position colour anodized aluminium double
lear fully glazed door of Jindal or equivalant make without fanlight
mounted on floor spring , vertical style & lock rail 82 mm x 44 mm of
avarage thickness 2.2 mm and weight 2.613 Kg/Rmt with fully 6 mm
float glass including all fixtures ,pivot,handles,tower bolts ,lock,door
stopper with neoprene (rubber) gasket as per approved drawing and
specifications etc complete as directed by engineer incharge including
door frame 5 mm thick sheet glass necessary fixtures and fastenings,
neoprene type rubber plain gaskets as per detailed drawing and
specifications etc. complete. (Sample to be got approved from Ex.
Engineer before use)
Spec.No.: As directed by Engineer- in-
charge.
(1) The opening in the steel sheet frame shall be filled with
cement concrete 1 : 2 : 4 and no extra payment shall be made on
this account to the contractor. (2) The samples of the steel sheet
frame, fixtures and fastenings shall be got approved from the
Engineer - in - charge. The one set of samples of fixtures and
fastenings shall have given to the Department for record.
47 Providing and fixing factory made solid core flush door in single leaf
35 mm thick, decorative types, of exterior grade, as per detailed
drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face
veneers on both faces with/without glazing and venetians in the
positions shown on the drawings or as directed, all necessary beads,
moulding and lipping, wrought iron holdfasts, mat finish stainless steel
fixtures fastenings , finishing with french- polish/ waxing complete.
(without door frame).(Sample to be got approved from Ex.Engineer
before use) b) Commercial pine shutter
Bd.T.34/P.NO.499
(1) As directed by Engineer Incharge and as per wording of
item. (2) The sample of solid core flush door shutters shall be
got approved from the Engineer-in-charge before its
procurement and use and shall be given to the Department for
record. (3) The sample of chromium oxidised fixtures and
fastenings and stainless steel grill shall be got approved from
the Engineer-in-charge before its procurement and use.
48 Providing and fixing factory made solid core flush door shutters in
double leaves 35mm thick,decorative type of exterior grade, as per
detailed drawings, conforming to I.S.: 2202 – 1966 (Revised) including
approved face veneers on both sides, without glazing and venetians
including mat finish stainless steel fixtures and fastening, stoppers and
finishing with french polishing etc. (Excluding door frame)(Sample to
be got approved from Ex. Engineer before use)
Commercial pine Shutter
Bd.T.35/P.NO.500
(1) As directed by Engineer Incharge and as per wording of
item. (2) The sample of solid core flush door shutters shall be
got approved from the Engineer-in-charge before its
procurement and use and shall be given to the Department for
record. (3) The sample of chromium oxidised fixtures and
fastenings and stainless steel grill shall be got approved from
the Engineer-in-charge before its procurement and use.
49 Providing and fixing FRP (Fiber reinforced Plastic) Door with shutter
25 to 30 mm. Thick having properties such as water proof resistantto
termite resistant to mild acids and chemical. The thickness of FRP
shutter of 1.5 mm. With extra reinforcement to sides, edges, recess for
alluminium fixtures and fastenings and commercial types as per the
approved design including alluminium, fixtures and fastenings and two
coats of synthetic acrylic emulsion paint etc. complete. ( Excluding
door frame) (for W.C. and bath doors)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) The sample of FRP door shutters shall be got approved
from the Engineer-in-charge before its procurement and use and
shall be given to the Department for record. (3) The sample of
alluminium fixtures and fastenings and stainless steel grill shall
be got approved from the Engineer-in-charge before its
procurement and use.
50 Supplying and fixing in position anodized Aluminium four track
sliding windows with outer frame made from section of over all size
122 mm x 45 mm, bottom section with drain section track weighing
1.83 kg per metre and top and side section of size 122x 31.75 mm
weighing 1.15 kg per running metre with shutter sections made of 18
mm x 40 mm size having average weight of 0.6 kg per running metre
(or as required size) with change in proportionate weight, with 6 mm
float glass in three equal panels and alluminium coated stainless steel
mosquito net in one (2/3 of opening) panel fixed with new neoprene
gasket, shutters to be provided with nylon encased stainless steel
rollers, necessary locks and handles complete.
As directed by Engineer-in-charge.
(1) The item shall be executed as directed by Engineer Incharge
and as per detailed drawing supplied by department and as per
wording of item. (2) The sample and brand of alluminium
sections shall be got approved from the Engineer-in-charge
before its procurement and use and shall be given to the
Department for record. (3) The Jindal sections and Fenesta
sections shall be used for alluminium sections and saint Gobain
/ Asahi / Modi for glass shall be used.
51 Providing and fixing in position anodised extruded aluminium fixed
glass paneled window having frame made out extruded tubular section
of size 34 mm x 42 mm (or as required size in proportionate weight) of
average thickness 2.0 mm and weight 0.726 kg per metre(or as
required), mechanically assembled at corners with glazing beading of
average 0.26 kg per running metre or required weight including 5.5 mm
thick plain sheet glass with neoprene/ rubber gasket etc. complete. (As
per Architect's drawing job No. T – MISC/5000/drawing No.22 dated
3.2.1992) b) For powder coated alluminium window
Spec.No.: As directed by Engineer- in-
charge.
(1) The item shall be executed as directed by Engineer Incharge
and as per detailed drawing supplied by department and as per
wording of item. (2) The sample and brand of alluminium
sections shall be got approved from the Engineer-in-charge
before its procurement and use and shall be given to the
Department for record. (3) The Jindal sections and Fenesta
sections shall be used for alluminium sections and saint Gobain
/ Asahi / Modi for glass shall be used.
52 Providing, supplying and fixing in position anodised extruded
aluminium casement / openable window of outer frame size 44mm x
44mmx2mm or as of required size with proportionate change in weight
of average weight @ 0.90 kg per metre and shutter of 44 mm x 64
mmx2mm ( or as required size ) of average weight of 1.10 kg per metre
(or as required) with 6 mm plain sheet glass with neoprene/rubber
gasket with hinges, locking arrangement, pegstay etc. as per approved
drawing, specification etc. complete.(as per Architect's drawing Job
No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992) (Sample to be got
approved from Ex.Engineer before use) b) For powder coated
aluminium window
Spec.No.: As directed by Engineer- in-
charge.
(1) The item shall be executed as directed by Engineer Incharge
and as per detailed drawing supplied by department and as per
wording of item. (2) The sample and brand of alluminium
sections shall be got approved from the Engineer-in-charge
before its procurement and use and shall be given to the
Department for record. (3) The Jindal sections and Fenesta
sections shall be used for alluminium sections and saint Gobain
/ Asahi / Modi for glass shall be used.
53 Providing and fabricating structural steel work in rolled sections like
joists, channels, angles, tees etc. as per detailed design and drawings or
as directed including cutting, fabricating, hoisting, erecting, fixing in
position making riveted / bolted / welded connections without
connecting plates, braces etc. and including one coat of anticorrosive
paint and over it two coats of oil painting of approved quality and
shade complete.
As directed by Engineer-in-charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
54 Providing and fixing in position anodised extruded alluminium
partition having frame made out of aluminium extruded tubular section
of size 65 mm x 40 mm with 12 mm thick three layered flat pressed
teak wood particle board bonded with BWP type exterior grade phenol
formaldehyde synthetic resin conforming to I.S.12823- 1990, laminated
on both sides, Novateak or equivalent, Laminated 5.5+B256 mm thick
selected quality of glass pannels fixed with aluminium glazing clips
12mm x 12mm (conical) rubber cushioning to glass as per detailed
drawings etc. complete.(Sample to be got approved from Ex.Engineer
before use)
Spec.No.: As directed by Engineer- in-
charge.
(1) The item shall be executed as directed by Engineer Incharge
and as per detailed drawing supplied by department and as per
wording of item. (2) The sample and brand of alluminium
sections shall be got approved from the Engineer-in-charge
before its procurement and use and shall be given to the
Department for record. (3) The Jindal sections and Fenesta
sections shall be used for alluminium sections and saint Gobain
/ Asahi / Modi for glass shall be used.
55 Providing and fixing in position colour Anodized Alluminium partly
fixed partly louvered windows/ ventilator of various size as per detail
drawings and specifications including alluminium frames 80 x 38 mm
box type 5 mm. thick sheet glass louvers, clips / rubber plain P.V.C.
gaskets of approved quality etc. complete. [Sample to be got approved
from Executive Engineer before use.] Spec.No.: As directed by Engineer- in-
charge.
(1) The item shall be executed as directed by Engineer Incharge
and as per detailed drawing supplied by department and as per
wording of item. (2) The sample and brand of alluminium
sections shall be got approved from the Engineer-in-charge
before its procurement and use and shall be given to the
Department for record. (3) The Jindal sections and Fenesta
sections shall be used for alluminium sections and saint Gobain
/ Asahi / Modi for glass shall be used.
56 Providing and fixing mild steel grill work railing required kg/Sqm. of
rectangular hollow sections with PVC handrail covering as per drawing
including newel posts for staircases, drilling holes in concrete/other
surface,fabricating, fixtures, erecting grill work, necessary welding,
fixing by nuts and bolts, fixing PVC handrail cover, with one coat of
anti- corrosive paint and two coats of oil painting with approved colour
and shade, remaking good the damaged surface, cleaning etc. complete.
b) --------- do ---------- 25 Kg/Sqm.
Spec.No.: As directed by Engineer- in-charg
(1)The weight of the M. S .grill work shall be as mentioned in
the item. (2) As directed by Engineer Incharge and as per
wording of item.
57 Providing and fixing mild steel grill work for windows, ventilators, etc.
required kg/sqm as per drawing including fixtures necessary welding
and painting with one coat of anticorrosive paint and two coats of oil
painting complete. 25 Kg/Sqm. Bd.U.1/P.NO.537
(1) As directed by Engineer Incharge and as per wording of
item. (2) The weight of the M. S .grill door shall be as mentioned
in the item. (3) The work shall be carried out as per wording of
item and instructions of the Engineer-in-charge and as per
detailed drawings supplied by department.
58 Providing and fixing M.S. grill doors weighing 22 to 24 kg per sq.
meter of required size as per detailed drawing without hot dip coating
with iron oxidised fixture and fastening and painting with 3 coats of oil
painting etc. complete. (Sample to be got approved from Ex. Engineer
before use)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) The weight of the M. S .grill door shall be as mentioned
in the item. (3) The work shall be carried out as per wording of
item and instructions of the Engineer-in-charge and as per
detailed drawings supplied by department.
59 Providing and fixing rolling steel shutters fabricated from 20 guage
steel laths with slide guides, bottom rail, brackets, door suspension
shaft, housing box at the top including mechanical gear operation
arrangement and one coat of red lead primer and two coats of oil
painting etc. Bd.T.55/P.NO.510
(1) As directed by Engineer Incharge and as per wording of
item. (2) The weight of the M. S .grill door shall be as mentioned
in the item. (3) The work shall be carried out as per wording of
item and instructions of the Engineer-in-charge and as per
detailed drawings supplied by department.
60 Providing and applying plastic emulsion paint of approved quality,
colour and shade to old and new surfaces in two coats including
scaffolding and preparing the surfaces (including the primer coat)
complete. Bd.P.6/P.NO.414
(1) As directed by Engineer Incharge and as per wording of
item. (2) Before procurement and use of washeble acrylic
emulsion paint the quality , make and color scheme of paint
shall be got approved from the Engineer-in-charge. (3) The
rates are inclusive of all leads and lifts."
61 Providing and applying two coat of Polymer based external weather
proof & dust proof paint of standard manufacture like Apex Ultima
from Asian paints,weathershield from Dulux of approved colour to the
plastered surfaces including scaffolding if necessary, cleaning and
preparing the surfaceetc. for specified buildings complete.(including
primer coat )(Prior specific permission of S.E. shall be obtained before
inclusion of this item in the estimate.)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Before procurement and use of Wheather proof
cement paint the quality , make and color scheme of paint shall
be got approved from the Engineer-in-charge. (3) The rates are
inclusive of all leads and lifts."
62 Providing and fixing European type white glazed earthenware
W.C.PAN with water jet, UPVC seat and lid with chromium plated
brass hinges and rubber buffers including UPVC and vent pipe upto the
outside face of wall, 10 litre enamelled low level flushing cistern with
fittings, pipe and stop tap brackets for fixing cistern 32 mm dia. UPVC
flush pipe with fittings and clamps, 20 mm dia. UPVC overflow pipe,
mosquito proof couplings, G.I. chain and pulley, cutting and making
good to the walls and floors, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) (b) without
flushing cistern with flush cock and water jet
Spec.No.: As directed by Engineer- in-
charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
63 Providing and fixing 1st class "Orissa Type" Colour Glazed
earthenware 600 x 400 mm. W.C. PAN including `P' or `S' trap, UPVC
soil and vent pipe upto the out side face of wall, including 100 mm dia.
UPVC plug bend, 10 litre UPVC Low level flushing cistern with
fittings, inlet pipe with stop tap, brackets, 32 mm dia. UPVC flush pipe
with fittings and clamps, 20 mm dia. UPVC over flow pipe with
mosquito proof coupling,UPVC chain and pulley, painting to cistern
and exposed pipes, cutting and making good to the walls and floors,
testing etc. complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.) (a) ----- do ------ without flushing
cistern with flush cock and necessary fittings. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) (a)without
flushing cistern with flush cock and necessary fittings.
Spec.No.: As directed by Engineer- in-
charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
64 Providing and fixing white glazed earthenware urinal squatting pan
without cistern with fitting, inlet pipes, stop tap, 32 mm dia. UPVC
flush pipe with fittings and spreader arrangement including UPVC soil
pipe, UPVC trap, soil pipe connection upto the outside face of the wall,
making good the damaged surface, testing etc. complete. (Prior
approval of sample and brand by Ex.Engineer is necessary before use.)
Bd.V.24/P.NO.563
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
65 Providing and fixing white glazed earthenware Wash Hand Basin
including brackets, rubber plugs and brass chain, stop tap, chromium
plated bottle trap and necessary pipe connection including UPVC waste
pipe and trap up to the out side face of the wall, making good the
damaged surface, testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before use.) B)55 cm x 40 cm
a)With Cold water piller tap
Spec.No.: Bd.V.30/Page No.565
C.S.R. Item No. 28 Page No. 108
Bd.V.30/P.NO.565
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
66 Providing and fixing 8 cm. Rigid PVC. Nahani Trap including P.V.C.
grating, bend, connecting piece of UPVC pipe up to the outside face of
the wall, making good the damaged surface, testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer is necessary
before use.)
As directed by Engineer-in-charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
67 Providing and fixing on walls/ ceiling/ floors, medium grade C.P.V.C.
(Chlorinated Poly Vinyl Chloride) pipe having embossed ISI Mark on
it, of required diameter with screwed/plain sockets, joints, necessary
c.p.v.c and brass fittings such as sockets,back nuts,elbows, bends, tees,
reducers, enlargers, plugs, clamps etc.including necessary drilling holes
in walls, slabs etc. and remaking good the demolished portion to restore
the same in original condition neatly and providing and applying
anticorrosive primer and two coats of oil painting, testing,
etc.complete. (Prior approval of sample by Ex.Engineer is necessary
before use.) (i) 15 mm dia.
Bd.V.5/P.NO.551
(1) Medium grade type C.P.V.C pipes shall be used. (2) The
materials shall be got approved from the Engineer-in-charge
before its procurement and use. (3) Full payment will be made
only after satisfactory testing for leakage. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge."
68 Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe
(type) having embossed ISI Mark on it, of required diameter with
screwed sockets, joints, necessary galvanised iron fittings such as
sockets,back nuts,elbows, bends, tees, reducers, enlargers, plugs,
clamps etc.including necessary drilling holes in walls, slabs etc. and
remaking good the demolished portion to restore the same in original
condition neatly and providing and applying anticorrosive primer and
two coats of oil painting, testing, etc.complete.(Prior approval of
sample by Ex. Engineer is necessary before use.) (i) 80 mm dia.
Bd.V.5 /P.NO.551
(1) Medium grade type G.I. pipes shall be used. (2) The
materials shall be got approved from the Engineer-in-charge
before its procurement and use. (3) Full payment will be made
only after satisfactory testing for leakage. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge."
69 Providing and laying in trenches medium grade (type) C.P.V.C.
(Chlorinated Poly Vinyl Chloride)pipe having embossed ISI Mark on it,
of required diameter with screwed /plain sockets, joints, necessary
c.p.v.c. and brass fittings such as sockets, back nuts, elbows, bends,
tees, reducers, enlargers, plugs, clamps etc., including joining with
approved fusion compund, necessary excavation, back filling, fixing
with clamps, testing etc. complete. (Prior approval of sample and brand
by Ex. Engineer is necessary before use.) (i) 15 mm dia.
Spec.No.: Bd.V.5A/Page No.551
C.S.R. Item No. 3 Page No. 101
Bd.V.5 /P.NO.551
(1) Medium grade type C.P.V.C pipes shall be used. (2) The
materials shall be got approved from the Engineer-in-charge
before its procurement and use. (3) Full payment will be made
only after satisfactory testing for leakage. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge."
70 Providing and laying in trenches medium grade (type) galvanised iron
pipe having embossed ISI Mark on it, of required diameter with
screwed, sockets, joints, necessary galvanised iron fittings such as
sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs,
clamps etc. including necessary excavation, back filling, fixing with
clamps, testing etc. complete. (Prior approval of sample and brand by
Ex. Engineer is necessary before use.) (i) 80 mm dia.
Bd.V.5 A/P.NO.551
(1) Medium grade type G.I. pipes shall be used. (2) The
materials shall be got approved from the Engineer-in-charge
before its procurement and use. (3) Full payment will be made
only after satisfactory testing for leakage. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge."
71 Providing and fixing screw down wheeled stop tap of brass including
necessary sockets, union nut, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.)
Bd.V.9/P.NO.555
(1) Chromium plated brass Screw down bib/stop tap shall be
used. (2) The material shall be got approved from the Engineer
in charge before execution. (3) Full payment will be made only
after satisfactory testing for leakages. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge.
72 Providing and fixing Bib cock, mat finish stainless steel 15mm. dia.
etc.complete.
As directed by Engineer-in-charge.
(1) Chromium plated brass Screw down bib/stop tap shall be
used. (2) The material shall be got approved from the Engineer
in charge before execution. (3) Full payment will be made only
after satisfactory testing for leakages. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge.
73 Providing and fixing top cock, Gun metal cromium plated wheel
25mm. dia. etc. complete.
As directed by Engineer-in-charge.
(1) Chromium plated brass Screw down bib/stop tap shall be
used. (2) The material shall be got approved from the Engineer
in charge before execution. (3) Full payment will be made only
after satisfactory testing for leakages. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge.
74 Providing and fixing 15 mm diameter concussion push button type
brass/ gun metal self closing tap including necessary socket, testing etc.
complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.) Spec.No.: Bd.V.14/Page No.557
(1) Chromium plated brass Screw down bib/stop tap shall be
used. (2) The material shall be got approved from the Engineer
in charge before execution. (3) Full payment will be made only
after satisfactory testing for leakages. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge.
75 Providing, hoisting and fixing in position of approved make high
density polyethylene UV stabilized conforming to I.S.12701, water
storage tank with necessary connections, testing etc. complete. (Prior
approval of sample by Ex. Engineer is necessary before use.)
As directed by Engineer-in-charge.
The material shall be got approved from the Engineer in charge
before execution. All joints shall be leakproof. Full payment will
be made only after satisfactory testing for leakages.
76 Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in
cement concrete 1:4:8 outside the building including symet grating in
the sink, connecting glazed stoneware pipe, brick masonry chamber
with R.C.C. lid and Symet grating for the gully trap, testing etc.
complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.)
Spec.No.: Bd.V.38/Page No.572 Spec.No.: Bd.V.38/Page No.572
77 Providing and Laying concrete pipes of I.S.NP.2 class of required
diameter in proper line, level and slope including necessary collars,
laying, fixing with collars in cement mortar 1:1 and refilling the trench
etc. complete. ( Including Excavation ) 300 mm dia. Spec.No.: Bd.V.41/Page No.573
(1) The pipes shall be of NP2 Class only and no extra payment
shall be made for fixing the coller. (2) As directed by Engineer
Incharge and as per wording of item.
78 Providing and fixing in position unplasticized poly venyl- chloride
(UPVC) ultra voilet rays stabilised 110 mm outer diameter rain water
SWR pipe conforming to I.S. 4985 and I.S.13592,including necessary
fittings, such as PVC grating, bends, with door, PVC clamps, horse
shoes at bottom, rubber ring and making connections water tight with
solvent, cement including making holes in masonary concrete redoing
the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary before use.) 110mm.
dia.
As directed by Engineer-in-charge.
(1) Materials of fitting shall be got approved from Engineer- in-
charge. (2) All the joints shall be leak proof. Full payment shall
only be made after satisfactory testing for leakages.
(3)Junctions at down take pipe, wall etc. should be provided
with water tight joints to avoid leakages. (4) Pipes shall be
clearly 50 mm away from adjoining masonry / beam / column
face. (5) Pipes shall be adequately supported at each junction
and joinery on wooden battens of 150 x 50 x 50 mm. (6) The
work shall be carried out as per the instructions of the Engineer-
in-charge and wording of item."
79 Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of
required diameter conforming to I.S.-13592, and I.S.- 4985 to
withstand continous internal hydroulic pressure of 4 kg/cm2 including
necessary fixtures and fittings, such as bends, tees, single junctions,
double junctions and joining with rubber rings and lubricants, on wall
by means of clips or in ground including necessary excavation, laying
refilling, trench testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before use.) 110mm.
As directed by Engineer-in-charge.
(1) The material shall be got approved from the Engineer in
charge before execution. (2) all the joints shall be leakproof. Full
payment will be made only after satisfactory testing for
leakages. (3) Junctions at down take pipe, wall etc. should be
provided with water tight joints to avoid leakages. (4) Pipes
shall be clearly 50 mm away from adjoining masonry / Beam /
column face. (5) Pipes shall be adequately supported at each
junction and joinary on wooden battens of 150 mm x 50 mm x 50
mm. (6) The work shall be carried out as per wording of item
and instructions of the Engineer-in-charge.
80 Providing and constructing Brick Masonry Inspection Chamber 60 cm
x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement
concrete channels, Brick Masonry, plastering from inside and air- tight
R.C.C. lid with frame fixed in cement concrete, curing, testing etc.
complete. a) WIth Reinforced cement concrete raft in B.C. soil area
including cost of reinforcement
Spec.No.: Bd.V.43/Page No.574
(1) Instead of Cast Iron Lead and frame, R.C.C. covers of
cement concrete M 15 shall be provided as directed by the
Engineer -in - charge. (2) Reinforcement for the quantity
specified as per detailed drawing and design shall be provided
as directed by the Engineer - in - charge. (3) The work shall be
carried out as per the instructions of the Engineer-in-charge and
wording of item. (4) The network of all inspection chambers,
gully traps and S.W. pipes shall be got approved from the
Engineer-in-charge. (5) The depth of the chamber shall be as per
the site condition and as directed by the Engineer-in-charge."
81 Providing and constructing Brick Masonry Inspection Chamber 90 cm
x 45 cm including 1:4:8 cement concrete foundation, 1:2:4 cement
concrete channels, Brick Masonry, plastering from inside and air- tight
R.C.C. lid with frame fixed in cement concrete, curing, testing etc.
complete. a) WIth Reinforced cement concrete raft in B.C. soil area
including cost of reinforcement
Spec.No.: Bd.V.43/Page No.574
(1) Instead of Cast Iron Lead and frame, R.C.C. covers of
cement concrete M 15 shall be provided as directed by the
Engineer -in - charge. (2) Reinforcement for the quantity
specified as per detailed drawing and design shall be provided
as directed by the Engineer - in - charge. (3) The work shall be
carried out as per the instructions of the Engineer-in-charge and
wording of item. (4) The network of all inspection chambers,
gully traps and S.W. pipes shall be got approved from the
Engineer-in-charge. (5) The depth of the chamber shall be as per
the site condition and as directed by the Engineer-in-charge."
82 Providing and fixing 15 mm dia. Screw down bib/stop tap of brass
including necessary sockets, union nut, testing etc. complete.(Prior
approval of sample and brand by Ex. Engineer is necessary before use.)
Spec.No.: Bd.V.8/Page No.554
(1) Chromium plated brass Screw down bib/stop tap shall be
used. (2) The material shall be got approved from the Engineer
in charge before execution. (3) Full payment will be made only
after satisfactory testing for leakages. (4) The work shall be
carried out as per wording of item and instructions of the
Engineer-in-charge.
83 Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of
required diameter conforming to I.S.-13592, and I.S.- 4985 to
withstand continous internal hydroulic pressure of 4 kg/cm2 including
necessary fixtures and fittings, such as bends, tees, single junctions,
double junctions and joining with rubber rings and lubricants, on wall
by means of clips or in ground including necessary excavation, laying
refilling, trench testing etc. complete. (Prior approval of sample and
brand by Ex.Engineer is necessary before use.) 160mm.
As directed by Engineer-in-charge.
(1) The material shall be got approved from the Engineer in
charge before execution. (2) all the joints shall be leakproof. Full
payment will be made only after satisfactory testing for
leakages. (3) Junctions at down take pipe, wall etc. should be
provided with water tight joints to avoid leakages. (4) Pipes
shall be clearly 50 mm away from adjoining masonry / Beam /
column face. (5) Pipes shall be adequately supported at each
junction and joinary on wooden battens of 150 mm x 50 mm x 50
mm. (6) The work shall be carried out as per wording of item
and instructions of the Engineer-in-charge.
84 Providing, laying & fixing U.P.V.C.pipe of 60mm. dia. etc.complete Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
85 Providing, laying & fixing U.P.V.C.pipe of 75mm. dia. etc.complete Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item.
86 Providing and fixing Stainless Steel towel rod 16 mm dia. And 75 cm
in length including all accessories complete. (Prior approval of sample
and brand by Ex. Engineer is necessary before use.) As directed by Engineer-in-charge.
(1) The Stainless Steel shall be standard approved manufacturer
and of good quality.(2) Fixing shall be done As directed by
Engineer Incharge and as per wording of item.
87 Providing and fixing in postion unplasticized polyvinyl chloride
(UPVC) ultra violet stabilized 110 mm outer diameter cowl dome
conforming to I.S.4985 including making joints with solvent cement
etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
88 Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm (
1 mm thick) UPVC waste pipe upto outside face of wall, or upto
nahani trap cold water chromium plated screw down bib tap, rubber
plug and brass chain, making good the damaged surface, etc. complete.
(Prior approval of sample and brand by Ex.Engineer is necessary
before use.)
Spec.No.: Bd.V.30/Page No.565
(1) Materials of fitting shall be got approved from Engineer- in-
charge. (2) As directed by Engineer Incharge and as per wording
of item.
89 Providing and fixing 450 mm x 550 mm size superior type mirror with
necessary fittings etc. complete. (Prior approval of sample and brand
by Ex.Engineer is necessary before use.) As directed by Engineer-in-charge.
The material shall be got approved from the Engineer in charge
before execution. Full payment will be made only after
satisfactory fixing.
90 Providing and laying cement concrete pipe of I.S.N.P. class of required
diameter in proper line, level and slope including providing, fixing
collars or spigot and socket joint by rubber ring and in C.M.1:2 etc.
complete.
Spec.No.:Cd..7/Page No.162
(1) The pipes shall be of NP2 Class only and no extra payment
shall be made for fixing the coller. (2) As directed by Engineer
Incharge and as per wording of item.
91 Providing and fixing country teak wood single leaf, 2nd class 20 mm
thick false panelled door without ventilator as per detailed drawings
including mat finish stainless steel fixtures and fastenings and finishing
the wood work with one coat of primer (excluding door frame) etc.
complete.
Spec.No.: Bd.T.24/Page No.494
(1) Materials of fitting shall be got approved from Engineer- in-
charge. (2) As directed by Engineer Incharge and as per wording
of item.
92 Providing and fixing and laying in grid unilock false ceiling system
size of grid 610 mm x 610 mm of which G.I. wall channel shall be of
size 0.5 mm thick 20 mm x 30 mm flanges and web of 27 mm along
the perimeter of wall where ceiling meets the wall fixed to wall using
nylon sleeves and screw at 610 mm centres suspended G.I. main runner
size 45 x 0.9 mm thick with 15 mm flanges from trusses at 900 mm
centres using ceiling angle size 25 x 10 x 0.5 mm, nut bolt clip
connected @ 300 mm centres to the main runner or having strips of
G.I. of size that of runner for holding runner and mesh etc. the
G.I.ceiling sections having size 51.5 mm and two flanges 26 mm each
with lips of 10.5 mm. The finished grid shall contain 12 mm thick plain
/ decorative particle boards fixed to the ceiling frame structure. (Prior
permission S.E. to be obtained before inclusion of this item )
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
93 Providing and fixing in position Partition of both side polished
Kaddappa / Marble / Granite stone of required thickness ,including
making groove in wall / concrete surface filling joints with slurry,
curing, polishing, rounding edges, as required cleaning etc. complete.
a) Kadappa Partition 25 mm to 30 mm thick
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
94 Providing and fixing acrylic plastic sheet panels of approved quality in
required thickness 2 mm plain clear or any colour or obscured linings
in lieu of glass pans to doors/windows including providing and fixing
clips, putty etc. complete. b) For 3.00 mm thickness
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
95 Providing and fixing decorative grill of various sizes as per detail
drawing and specification etc. complete. (Prior permission to be
obtained from S.E. before execution of this item) B) Stainless steel (
Weight @ 15 Kg/Sqm.)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
96 Providing and fixing partition of 12mm thick three layered flat pressed
prelaminated teak wood particle board exterior grade, BWP types
Bonded with phenol formaldehyde synthetic resin conforming to
I.S.12893-1990 including C.T.W. vertical 70 x 70 mm and top central
and bottom rails of 70 x 35 mm and covering battens of 20 x 10 mm at
1 m C/C on both ways including finishing with one coat of primer etc
complete.
Spec.No.: Bd.T.66/Page No.515 Spec.No.: Bd.T.66/Page No.515
97 Providing, supplying and fixing in position anodised extruded
alluminium partitions with both sides laminated panels having frame
made out of aluminium extruded tubular section of size 40 mm x 65
mm with 12 mm thick three layered flat pressed teak wood particle
board bonded with BWP type exterior grade phenol formaldehyde
synthetic resin conforming to I.S.12823- 1990, laminated on both sides,
Novateak or equivalent fixed with aluminium glazing clips of size
12mm x 12 mm as per approved drawing etc. complete.(Sample to be
got approved from Ex. Engineer before use)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
98 Providing and fixing of approved make wall panelling of approved
design and colour made out of extruded rigid PVC double wall
construction with multichamber hollow plastic section SPUF-141, 142,
143 of size 10 mm x 150 mm on the grid horizontal, vertical aluminum
pipe section 25 mm x 25 mm as required plastic section will be fixed
with concealled screws on frame work, corner supported with PVC "L"
section and no screws shall be visible.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
99 Providing and fixing partition with 4mm thick superior Indian teak
veneers on both sides including C.T. wood frame work 80 mm x 40
mm at 60 cm centre to centre and french polishing (without skirting)
etc complete.
Spec.No.: Bd.T.68/Page No.515 Spec.No.: Bd.T.68/Page No.515
100 Providing and fixing partitions with 6 mm thick Indian teak veneers on
both side including C.T. wood frame work 80 mm x 40 mm at 60 cm
C/C and french polishing without skirting etc complete. Spec.No.: Bd.T.68/Page No.515 Spec.No.: Bd.T.68/Page No.515
101 Providing and fixing colour coated Galvalume (A-Z) sheet having high
tensile(min 550 MPa in Yield strength) C.R. steel base metal with hot
dip alloy coating of Alluminium and Zinc with 0.50 mm overall sheet
thickness for roofing with approved profile and colour including fixing
to purlins with approved self tapping screws and EPDM washers etc
complete( Prior approval of Sample and brand by Ex. Engineer is
necessary before use)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
102 Providing and laying in trenches 80 mm diameter medium galvanised
pipes with screwed ,sockets,joints and necessary galvanised iron
fittings such as sockets ,back
nuts,elbows,bends,tees,reducers,enlargers, plugs,clamps etc including
necessary excavation for G I pipe line trench & refilling trench
&drilling holes in walls ,slabs etc and remaking good the demolished
portion to restore the same in original condition neatly and applying
anticorrosive primer oil paint and two coat of oil painting complete.
Bd.V.5 A/P.NO.551
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
103 providing and fixing single outlet gunmetal I.S.No.318 ,63 mm NB
Flange inlet brass pindle 50 mm Dia Fire hydrant valve Female obleque
outlet complete with ABS blank cap & chain etc complete. (Fire
Hydrant Valve) ISI Mark.
Bd.V.5 A/P.NO.551
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
104 providing and fixing air relief valve 25 mm Dia with coupling tee union
flange caps rubber packings etc complete.Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
105 Providing and fixing Fire House Box with Standard material for
placing house pipe redinit as per fire standards (for 15 m house pipe
and one nosal space)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
106 Providing and fixing rubber reinforced line (RRL) Fire house pipe I S
No 636 IS marked type along with alluminium binding etc complete
.(63 mm diameter)
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
107 Providing and fixing brass fire nozals coupling I S No 909 I S marked
etc complete.(63 mm diameter)Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
108 Providing and fixing brass ball valve of following diameter of IS Mark
with fitting & fixtures etc complete Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
109 Providing and fixing Sluice valve 80 mm heavy duty in cast iron with
fittings and fixtures etc complete
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
110 Providing and fixing 15 mm Dia bib cock Spec.No.: As directed by Engineer- in-
charge. (1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .111 Providing and fixing brass male & female coupling with wire binding
to house pipe etc complete.Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
112 Providing and fixing 63 mm flange at required position.Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
113 Providing casting in situ cement concrete M-15 /1:2:4 of trap metal for
bed blocks ,foundation blocks and such other items including
dewatering /formwork compacting ,finishing the exposed faces with
sufficient minimum thickness of 1: cement plaster to give smooth and
even surface or roughening them if special finish is to be provided
,finishing if required and curring etc complete.
Spec.No.Bd.E.1/P.No.287/I.S. 456[2000] Spec.No.Bd.E.1/P.No.287/I.S. 456[2000]
114 Supplying and Refixing 80 mm G.I.pipe. With requrex fittings
&fixtures etc complete.Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
115 Excavation the ground to a required depth of 20 cms removing and
conveying unwanted stuff to required distance as directed . Providing
and filling fresh garden soil and manure in excavated area in 3:1
proportion to height of 20 cms mixing garden soil and manure ,manure
thoroughly well , levelling with required slopes , light watering on
previous night ,fixing ready made lawn turf rolls or slabs of required
variety as directed, ramming on it for proper fixing and maintaining
will well established by watering , weeding ,clipping , rolling etc
complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
116 [Preparing flower bed ] Excavating ground to a required depth of 30
cms removing and conveying unwanted stuff to a required distance as
directed , Providing and filling fresh garden soil and manure in
excavated area in 3 :1 proportion to a height of 30 cms , mixing garden
soil and manure thoroughly , well levelling ,watering , on previous
night planting seedlings of required ammuals 25 cms apart , maintaing
till well established by watering ,weeding ,stirring ,replacing of the
casualities etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
117 Preparing shrubbery
Excavating the ground to required depth of 30 cms , removing and
conveying unwanted stuff to a required distance as directed , Providing
and filling fresh garden soil and manure in excavated area in 3:1
proportion to a height of 30 cms , mixing garden soil and manure
thoroughly , well levelling , watering , on previous night maintaing will
well established by watering , weeding , stirring , replacing of the
casualties etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
118 Mogra Plant /Creepers Climbers
Excavating pit with size 0.3x0.3x0.3 meter removing and conveying
unwanted stuff as directed ,Providing and filling the pit with approved
excavated material upto a height of 0.30 mtr and remaing ht of 0.60 m
with fresh garden soil and manure in 3 :1 proportion , mixing garden
soil and manure , thououghly well levellijg 1 or 2 year old healthy plant
as directed and maintaning till well established by wateing , weeding ,
stirring , replacing of the casualities , prunning etc complete .
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
119 Planting Large Flowering /Shaddy Trees
Digging pit of size 0.9x0.9x0.9 mtr removing and Conveying unwanted
stuff as directed providing and filling the pit with approved excavated
material upto a height of 0.30 mtr and remaing ht of 0.60 m with fresh
garden soil and manure in 3:1 proportion , mixing garden soil and
manure throughly , well leveling , watering on previous night planting
1 or 2 year old healthy tree sapling as per specifications and maintaing
till well established by watering , weeding ,stirring , replacing of the
casualites etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
120 Providing Mirror Polish to New/old Marble /Kota / granite stone
flooring /dado by polishing machine using superior polishing stone of 0
to 6 no.of Suri Company and equivalent and applying superior quality
of polishing material including necessary labour As directed by Engineer-in-charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
121 Providing and fixing mild steel grill gate with angle iron frame
with iron bars at 150 mm C/C and diagonal flats as per the
detailed drawing including hinges, pivot blocks locking
arrangement welding, revetting with oil painting in three coats
of approved colour shade. Spec.No.: As directed by Engineer
incharge.)
As directed by Engineer-in-charge.
(1)The weight of the M. S .grill work shall be as mentioned in
the item. (2) As directed by Engineer Incharge and as per
wording of item.
122 Providing and applying three coats of water proof cement paint
of approved manufacture and of approved colour to new
plastered surfaces including scaffolding if necessary, cleaning
and preparing the surface, watering for two days complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Spec.No.: Bd.O.8/Page No. 406
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
123 Providing and fixing 15 mm dia. Ball cock medium type with PVC
float including sockets and necessary fittings and tested as per
municipal requirement, testing etc. complete.(Prior approval of sample
and brand by Ex.Engineer is necessary before use.) b)40 mm dia
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
124 Providing and fixing European type white glazed earthernware water
closet with water jet and syphonic trap with syphonic low level 10
litres UPVC cistern with UPVC seat and lid with chromium plated
brass hinges including UPVC soil and vent pipe upto the outside face
of the wall including 100 mm dia. UPVC plug bend, inlet pipe, stop tap
etc. all fittings, cutting and making good to the walls and floor, testing
etc. complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.) (b) without flushing cistern with flush cock and
water jet
As directed by Engineer-in-charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
125 Providing and fixing marble tablet of size and description as per
detailed drawings including moulded marble / 1:2 C.M. border. Spec.No.: BR.56/Page No. 150
126 Providing and fixing white glazed earthenware full stall type Urinal
with spreader flushing arrangement,stop tap with inlet pipes and fitting
including UPVC soil pipe, UPVC trap and soil pipe connection upto
the outside face of the wall, making good to damaged surface testing
etc. complete. (Prior approval of sample and brand by Ex.Engineer is
necessary before use.)
Bd.V.23 Page No.562
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
Therate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
127 Cutting down the road side thorny bushes (Wali babule etc.) having
girth from 5 cm to 20 cm including removing their roots, stacking and
conveying the materials upto 1.00 km, removing vegetation including
levelling ground as directed for both sides of road etc. complete As
directed by Engineer in charge.
Spec.No.: Rd.1/Page No.179 Spec.No.: Rd.1/Page No.179
128 Excavation for road way by mechanical means earth soil of all sorts
sand, gravel, soft murum including dressing section to the required
grade, camber and side slopes and conveying the excavated materials
with all lifts and spreading for embankment or stacking etc. as directed
by Engineer in charge.
Spec.No.: Rd.2/Page No.180 Spec.No.: Rd.2/Page No.180
129 Excavation for road way by mechanical means in Soft murum
including dressing section to the required grade, camber and side slopes
and conveying the excavated materials with all lifts and spreading for
embankment or stacking etc. as directed by Engineer in charge. Spec.No.: Rd.2/Page No.180 Spec.No.: Rd.2/Page No.180
130 Excavation for road way by mechanical means in Hard murum and
boulders including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts and
spreading for embankment or stacking etc. as directed by Engineer in
charge.
Spec.No.: Rd.2/Page No.180 Spec.No.: Rd.2/Page No.180
131 Conveying materials obtained from road cutting including all lifts,
laying in layers, breaking clods, dressing to 3% camber /design
superelevation , curves, grades and presceibed section for a lead of over
50 m.upto 300 m. as directed by Engineer-in-charge. B] 100 mt to 200
mt
Spec.No.: Rd.17/Page No.196 Spec.No.: Rd.17/Page No.196
132 Watering and compacting the embankment formed ofmaterials obtained
from the road cutting, departmental landsor other sources within a lead
of 50 m. after laying them inlayers of 20 cm to 30 cm with 3% Camber
and designsuperelevation etc. complete. (Compaction with Power
roller).
Spec.No.: Rd.10/Page No. 187 Spec.No.: Rd.10/Page No. 187
133 Providing and fixing anodized aluminium fully glazed doors including
door frame 5 mm thick sheet glass necessary fixtures and fastenings,
neoprene type rubber plain gaskets as per detailed drawing and
specifications etc. complete. (Sample to be got approved from Ex.
Engineer before use) b) For powder coated alluminium doors
Spec.No.: As directed by Engineer- in-
charge. Spec.No.: As directed by Engineer- in-charge.
134 Providing and Fixing collapsible steel gates in two leaves with channel
pickets, pivoted flat bars, including top and bottom guides, rollers,
stoppers, handles, all fitting accessories, locking arrangement and one
coat of red lead primer and two coats of oil painting etc. complete. Spec.No. : Bd. T. 57/Page No. 511. Spec.No. : Bd. T. 57/Page No. 511.
135 Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe
(type) having embossed ISI Mark on it, of required diameter with
screwed sockets, joints, necessary galvanised iron fittings such as
sockets,back nuts,elbows, bends, tees, reducers, enl
Spec.No.: Bd.V.5A/Page No.551 Spec.No.: Bd.V.5A/Page No.551
136 Providing and laying in trenches medium grade (type) C.P.V.C.
(Chlorinated Poly Vinyl Chloride)pipe having embossed ISI Mark on it,
of required diameter with screwed /plain sockets, joints, necessary
c.p.v.c. and brass fittings such as sockets, back nuts, elbows, bends,
tees, reducers, enlargers, plugs, clamps etc., including joining with
approved fusion compund, necessary excavation, back filling, fixing
with clamps, testing etc. complete. (Prior approval of sample and brand
by Ex. Engineer is necessary before use.)
Spec.No.: Bd.V.5A/Page No.551 Spec.No.: Bd.V.5A/Page No.551
137 Finishing the terrece slab integrally mixed Sq.m
with water proofing compound in C.M. 1:3 with 12 mm thick layer
including curing, finishing,using waterproofing compound as approved
by Engineer-in-charge at the rate of 1 kg per bag of cement etc.
complete.(Note : Item not to be used as waterproofing treatment over
terreces.)
As directed by Engineer-in-charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
138 Providing and fixing country teak wood double leaf, 2nd class partly
panelled and partly glazed door without fanlight/ ventilator as per
drawings including mat finish stainless steel fixtures and fastenings and
finishing the wood work with one coat of primer etc. (excluding door
frame) complete.
Spec.No.: Bd.T.11/Page No.482
(1) Materials of fitting shall be got approved from Engineer- in-
charge. (2) As directed by Engineer Incharge and as per wording
of item.
139 Providing and applying three coats of water proof cement
paint of approved manufacture and of approved colour to new
plastered surfaces including scaffolding if necessary, cleaning
and preparing the surface, watering for two days complete.
(Sample and brand is to be got approved from Ex. Engineer
before use)
Spec.No.: Bd.O.8/Page No.406
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
140 Providing and fixing informatory sign boards in square or rectangular
shape of any size made out 16 guage (1.6 mm) thick mild steel sheet
painted with one coat of zinc chromate-stoveing primer and two coats
green stove enamel paint on front side and grey stove enamel on back
side and border / message / symbols etc. with cut out of white
retroreflective sheeting of engineering grade, including M.S. angle
frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size
65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle
iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black
and white bands of 25 cm width including G.I. fixtures etc. and fixing
the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm
including transportation etc. complete. The nut bolts of board with
angle iron post/supporting structure after fixing at site has to be
electrically welded. Retroreflective sheeting should be with five years
written warrenty from the manufacture & authorised
distributor/convertor,for satisfactory field performance, durability &
stipulated retroreflectance of retroreflective sheeting.
Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012
141 Providing and fixing retro-reflectorised Cautionery/Warning sign
boards made out of retro reflective sheeting of micro prismatic grade
confirming to IRC:67:2012 & Type IV standards of ASTM D4956-09
specifications,fixed over 4 mm thick ACP sheet supported with back
support frame of 25 x 25 x 3 mm mild steel angle supported in Mild
steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x 50 x 5
mm M.S. bracing duly painted with synthetic enamel paint alternate
black and white bands of 25 cm of width including G.I. fixtures
etc.,firmly fixed to the ground by means of properly designed
foundation of M 20 grade cement concrete 45 cm x 45 cm x 60 cm ,60
cm below ground level complete including transportation etc. complete.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (Bottom of Board shall be at least 2.6 m above Ground
level)
Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012
142 Retro-Reflectorised Traffic Signs Providing and fixing of retro-
reflectorised cautionary, mandatory and informatory sign as per IRC:
67 made out retro reflecting sheeting of High intensity Prismatic grade
confirming to IRC-67:2012 & TYPE -IV standards of ASTM D4956-
09 SPECIFICATIONS, fixed over 4 MM THICK ACP sheet supported
with back support frame of 25 x 25 x 3mm mild steel angle as approve,
supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5
mt long firmly fixed to the ground by means of properly designed
foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm,
60 cm below ground level as per approved drawing. The angle iron
post shall be duly painted with one coat of epoxy primer and two coats
of epoxy finish paints having alternate black and white bands of 25 cm
width including GI fixures and transportation etc complete.The nut
bolts of board with angle iron post/supporting structure after fixing at
site has to be electrically welded.7 (Seven) years warranty for Retro-
Reflective Sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (Bottom of Board shall be at least 2.6 m above Ground
level)
Spec. No.IRC 67:2012 Spec. No.IRC 67:2012
143 Providing and fixing retro-reflectorised Mandatory / Regulatory
sign boards made out of retro reflective sheeting of micro prismatic
grade confirming to IRC:67:2012 & Type IV standards of ASTM
D4956-09 specifications,fixed over 4 mm thick ACP sheet supported
with back support frame of 25 x 25 x 3 mm mild steel angle supported
in Mild steel angle Iron post 75 x 75 x 6 mm of 3.5 m height and 50 x
50 x 5 mm M.S. bracing duly painted with synthetic enamel paint
alternate black and white bands of 25 cm of width including G.I.
fixtures etc.,firmly fixed to the ground by means of properly designed
foundation of M 20 grade cement concrete 45 cm x 45 cm x 60 cm ,60
cm below ground level complete including transportation etc. complete.
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (Bottom of Board shall be at least 2.6 m above Ground
level)
Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012
144 Direction and Place Indentification Signs with size more than 0.9 sqm
size board Providing and fixing retro-reflectorised direction and place
identification sign boards made out of retro reflective sheeting of micro
prismatic grade confirming to IRC:67:2012 & Type IV standards of
ASTM D4956-09 specifications,fixed over 4 mm thick ACP sheet
supported with back support frame of 35 x 35 x 5 mm mild steel angle
with area exceeding 0.9 sqm supported in Mild steel angle Iron post 75
x 75 x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly
painted with synthetic enamel paint alternate black and white bands of
25 cm of width including G.I. fixtures etc. ,firmly fixed to the ground
by means of properly designed foundation of M 20 grade cement
concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level complete
(as per MORT & H specification No.801) (for area more than 0.9
sqm)including transportation etc. complete.
Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 10 years Warranty for Retro
Reflective sheeting from the original sheeting manufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (This shall be only used for N.H./M.S.H./S.H.)(Bottom of
Board shall be at least 2.6 m above Ground level)
145 Signs with size more than 0.9 sqm Size Board.
Direction and Place Indentification
Signs upto 0.9 sqm Size Board.
Providing and fixing retro-reflectorised direction and place
identification sign boards made out of retro reflective sheeting of micro
prismatic grade confirming to IRC:67:2012 & Type IV standards of
ASTM D4956-09 specifications,fixed over 4 mm thick ACP sheet
supported with back support frame of 35 x 35 x 5 mm mild steel angle
with area upto 0.9 sqm supported in Mild steel angle Iron post 75 x 75
x 6 mm of 3.5 m height and 50 x 50 x 5 mm M.S. bracing duly painted
with synthetic enamel paint alternate black and white bands of 25 cm
of width including G.I. fixtures etc. ,firmly fixed to the ground by
means of properly designed foundation of M 20 grade cement concrete
45 cm x 45 cm x 60 cm ,60 cm below ground level complete (as per
MORT & H specification No.801) (for area upto 0.9 sqm) including
transportation etc. complete.
Spec. No. :IRC 67 :2012 Spec. No. :IRC 67 :2012
The nut bolts of board with angle iron post/supporting structure after
fixing at site has to be electrically welded. 7 years Warranty for Retro
Reflective sheeting from the original sheeting anufacturer and a
certified copy of the three years outdoor exposure report from an
Independent Test Lab for the product offered shall be submitted by the
Contractor (This shall be only used for N.H./M.S.H./S.H.)(Bottom of
Board shall be at least 2.6 m above Ground level) CSR i no 108 page
no 210 (This shall be only used for N.H./M.S.H./S.H.)(Bottom of
Board shall be at least 2.6 m above Ground level)
146 Signs upto 0.9 sqm Size Board.
Providing and fixing R.C.C. 1:2:4 200 m. stone of size (15 X 10 X 65
cm ) as per I.R.C. design (IRC 26-1967) including cost of
reinforcement @ 100 kg / cum), painting, numbering, fixing in
standard size (35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.
Spec. No. : As directed by Engineer - in -
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
147 Providing and fixing R.C.C. 1:2:4 boundary stone of size (15 X 15 X
90 cm ) including cost of reinforcement @ 100 kg / Cum as per type
design including painting, numbering, fixing in standard size (45 X 45
X 75 cm ) C.C. 1:4:8 block etc complete.
Spec. No. : As directed by Engineer - in -
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
148 Providing and fixing of Median Marker that are made of tough,high
impact resistant injection molded, thermoplastic body with an isosceles
trapezoidal structure of length,width and height not less than 15 cm ,10
cm and 10 cm respectively and thickness not less than 1.8 mm ,the
body structure shall be rounded at its acute angle ,all the corners and
edges.The plastic used for molding the Median Marker shall have a
minimum Notched Izod Impact strength value of 600 J/m at room
temperature ,when tested in accordence with ASTM D256 and shall
retain at least 70% of this value when subjected to accelerated
weathering for 1000 hrs. as per ASTM G1566 or UL746C.The logo of
the manufactur-er shall be embossed on either side of the body in the
injection molding process.The median Marker shall have rectangular
shaped fluroscent yellow colour retro- reflective sheeting of size not
less than 8.5 cm x 8.5 cm and fully reflective micro prismatic cube
corners as its retro-reflective elements as per IRC 67 ,2010 and ASTM
D4956 type XI specifications reflectivity values.The retrreflective
sheeting shall be one or both sides of the median Marker and shall be
edge protected with no exposed edges which will prevent edge lifting,
Spec. No. : As directed by Engineer - in - charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
149 Supplying and fixing of Molded Shank Raised Pavement Markers made
of Polycarbonate and ABS moulded body and reflective panels with
micro prismatic lens capable of providing totl internal reflection of the
light entering the lens face and shall support a load of 16000 kg tested
in accordance to ASTM D 4280 Type H and complying to
Specifications of Category A of MORT&H Circular
No,RW/NH/33023/10-97-DO III Dt.11.6.1997.The height width and
length shall not exceed 50 mm,100 mm and 102 +/- mm and with
minimum reflective area of 13 sqcm on each side and slope to the base
shall be 35 +/- 5 degree.The strength of detachment of the integrated
cylindrical shanks (of diameter not less than 19 +/- 2 mm and height
not less than 30 +/- 2 mm ) from the body is to be a minimum value of
500 Kgf.Fixing will be by drilling holes on the road for the shanks to
go inside,without nails and using epoxy resin based adhesiv as per
manufacturer's reccommendation and complete as directed by the
Engineer
Spec. No. : As directed by Engineer - in - charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
150 Providing and laying of hot applied thermoplastic compound 2.5 mm
thick including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35 .The finished surface to be level, uniform and free from streaks
and holes etc complete.
Spec. No. :M.O.R.T. & H. 2001,
Clause No. 803 P. No. 320
151 Supplying trap /granite /quartzite / gneiss stone metal of required size
by bringing the boulders at the road side breaking them to required
gradation including conveying the boulders and stacking the broken
metal etc. complete.Rd.19,20,21,22.P.NO.197 TO 201
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The size of 80 mm metal and 40 mm metal shall be as per the
specified gradation. (3) The rate is inclusive of all lead and lift.
(4) The work shall be carried out as directed by Engineer-in-
charge and as per wording of item.
152 Supplying murum having PI < 6 at the road side, including conveying
and stacking complete.
Rd.23 P.NO.202
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The rate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
153 Spreading 80 mm metal including sectioning complete.
Spec.No.: Rd.29/Page No.205
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
154 Spreading gravel / sand / soft murum /avilable murum over rubble
soling /W.B.M.surface blanketing berms etc.complete. Rd.28/P.NO.205
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
155 Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers
for all widths with static roller including necessary, labour, materials
and artificial watering complete.
Rd.32/P.NO.205(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
156 Providing & fixing of approved thickness interlocking concrete pavers
(Monolithic single layer preacast concrete blocks) of grey cement in
red,black,brown or any colour with pigments @ 3% by weight of
cement having average crushing strength 50 N/Sqmm placed on
uniformly graded river sand sand cushioning of average 25 mm
thickness with proper compaction with mechanical compactor in
proper line ,level,grade and camber as directed etc complete Prior
permission of Chief Engineer in writing is necessary before execution
of item of paving block as per Govt. Resolution No. CAT-10/11/ case
no. 360/Building, Mantralaya Mumbai, Dated 09/12/2011. A) 100mm
thick in M-40 Grade C1:-Plane
Spec. No. : As directed by Engineer - in -
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
157 Excavation for catch / side water gutter in all sort of soils, soft murum
etc. to the specified section including stacking the excavated stuff in
regular bund and disposing off unsuitable or excess stuff upto a lead of
50 m and spreading as directed by Engineer-in-charge.
.Spec.No.: Rd.9/Page No.187
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
158 Excavation for foundation in hard murum including shoring and
strutting as necessary and disposing off excavated stuff within lead of
100 m as directed etc. complete. Lift upto 1.5 meter Spec.No.: BR.3/Page No.102
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
159 Providing rubble filling of trap / granite / quartzite / gneiss stones in
foundation including hand packing filling gravel / sand in the voids etc.
complete.
Spec.No.: CD 1/Page No.159 (1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
160 Providing granular sub-base by close graded material, mixing in a
mechanical mix plant at OMC, carriage of mixed Material to work site,
spreading in uniform layers with motor grader on prepared surface and
compacting with vibratory power roller to achieve the desired density
etc. complete as per clause 401. Grading-II Material Spec. No.: M.O.R.T & H -2001 Cl. 401
Page No.101
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The stone metal shall be of specified gradation. (3) As directed
by Engineer Incharge and as per wording of item. (4) Rates are
inclusive all leads and lifts .
161 Providing, Laying, Spreading and compacting stone aggregates of
specific sizes to Water Bound Macadam specification including
spreading in uniform thickness, hand packing, rolling with 3-wheeled
steel/vibratory roller 8 to 10 tonnes in stages to proper grade and
camber, applying and brooming requisite type of screening/binding
material to fill up the interstices of coarse aggregate, watering and
compacting to the required density, etc. complete. For metal grade I,
using stone screening type A stone screening type A
Spec. No.: M.O.R.T & H -2001 Cl. 404
Page No.112
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The stone metal shall be of specified gradation. (3) As directed
by Engineer Incharge and as per wording of item. (4) Rates are
inclusive all leads and lifts .
a) For metal grade I, using stone screening type A
b) For metal grade II, using stone screening type B
162 Providing and constructing 75 mm.thick bituminious bound macadam
(BBM) road surface including supplying all materials, preparing the
existing road surface, spreading 40mm. stone metal layers 30% crusher
broken metal + 70% Hand broken (by breaking rubble obtained by
blasting) heating and spraying the bitumen of 60/70 grade @ 2 Kg /
sqm, spreading 12 mm.size chips compacting with power roller etc.
complete. a) On existing WBM surface including picking.
As directed by Engineer-in-charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The quality of bitumen shall be tested from laboratory. (3) The
stone metal shall be of specified gradation. (4) As directed by
Engineer Incharge and as per wording of item. (5) Rates are
inclusive all leads and lifts .
163 Providing and laying Hot Mix Hot Laid Bituminous Macadam of
required 50 mm thickness with required 3.40 % of bitumen of VG 30,
by weight of total mix for levelling course to remove irregularities,
including all materials and crushed aggregates of require grading,
premixed with bitumen binder , including diversion of traffic, heating
bitumen and chips in suitable plant, laying biituminous macadam over
a previously prepared surface by hydrosatics paver finisher with sensor
control to the required grade level and aligment , including compacting
with vibratory roller, transportation and cost of all mterials, cleaning
etc complete .B]For thikness of 50to 70mm with 3.4% Bitumen and
Grading II coarse aggregate 2 USING DRUM MIX type hot mix plant
with SCADA and V-sat attachment ,Transporting the hot mix
maaterial to site with VTS [vehicle tracking sytem]
Spec : As per MORTH specification Fifth
Edition Clause No.504 and IRC-SP-97-2013
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The quality of bitumen shall be tested from laboratory. (3) The
stone metal shall be of specified gradation. (4) As directed by
Engineer Incharge and as per wording of item. (5) Rates are
inclusive all leads and lifts .
164 Providing and laying bituminous concrete using crushed aggregates of
specified grading premixed with bituminous binder @ 5.00 per cent by
weight of total mix and filler, transported to site with VTS , laid over a
previously prepared surface, finished to the required grade, level,
alignment, and rolling to achieve the desired compaction VG-30
Bitumen,Excluding tack coat. USING 80 TPH Batch mix type hot
mix plant with SCADA, Sensor Paver, Intelligent Compactor with
compaction analyzer and V-Sat attachment with Stone Dust filler
As per MORTH specification Fifth Edition
Clause No.510
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The quality of bitumen shall be tested from laboratory. (3) The
stone metal shall be of specified gradation. (4) As directed by
Engineer Incharge and as per wording of item. (5) Rates are
inclusive all leads and lifts .
165 Providing and laying in situ cement concrete of 1:4:8 proportion
with trap / granite / quartzite / gneiss metal in foundation
including necessary compacting and curing complete. (Including
plywood/ steel formwork) The C.M. 1:3 plaster is considered for
rendering uneven and honeycombed surface only. Newly laid
concrete shall be covered by gunny bag, plastic, tarpaulin etc.
(Wooden centering/formwork will not be allowed).
Bd.E.1 P.NO.287& I.S. 456 (2000)
(1) The work shall be executed as per the direction of Engineer
in - charge . (2) Only crusher broken metal shall be used. (3)
The concrete shall be mixed in weigh batch mixture (4) The rate
is inclusive of all leads and lifts. (5) Dewatering if required shall
be carried out by contractor at no extra cost to Government . (6)
Minimum cement content shall be 170 kilogram per cubic metre.
(7) The river sand brought on site shall be washed prior to
mixing for concrete. No claim or enhancement of rate due to this
provision shall be entertained. (7a) Preferably river sand shall be
used for concreting. However crushed stone sand is permitted if
river sand is not available after due approval of Engineer in
charge. In such case rates for concreting will be suitably
reduced. (8) All the materials such as cement , sand , metal and
water shall be got tested as per frequency and approved from
the Engineer - in - Charge.
166 Providing and laying in situ cement concrete of M-15 / 1:2:4 with trap
/ granite / quartzite / gneiss metal in Drain wall including plywood/
steel formwork and steel centering, compaction by vibrator, finishing
uneven and honeycombed surface with C.M.1:3 of sufficient minimum
thickness to give smooth and even surface, filling joints with bitumen,
curing etc. complete. (Excluding cost of reinforcement.) The C.M. 1:3
plaster is considered for rendering uneven and honeycombed surface
only. Newly laid concrete shall be covered by gunny bag, plastic,
tarpaulin etc. (Wooden centering/formwork will not be allowed).
CD. 3P.NO.160/ I.S. 456 (2000)
(1) The work shall be executed as per the direction of Engineer
in - charge . (2) Only crusher broken metal shall be used. (3)
The concrete shall be mixed in weigh batch mixture (4) The rate
is inclusive of all leads and lifts. (5) Dewatering if required shall
be carried out by contractor at no extra cost to Government . (6)
Minimum cement content shall be 170 kilogram per cubic metre.
(7) The river sand brought on site shall be washed by sand
washing machine prior to mixing for concrete. No claim or
enhancement of rate due to this provision shall be entertained.
(7a) Preferably river sand shall be used for concreting. However
crushed stone sand is permitted if river sand is not available
after due approval of Engineer in charge. In such case rates for
concreting will be suitably reduced. (8) All the materials such as
cement , sand , metal and water shall be got tested as per
frequency and approved from the Engineer - in - Charge.
167 Providing and fixing reinforced cement concrete cover in M-20 grade
of 7.5 cm thick over manhole and inspection chamber including mild
steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size)
(Prior approval of sample and brand by Ex.Engineer is necessary
before use.)
Spec.No.: As directed by Engineer- in-
charge.
As directed by Engineer- in-charge.
168 Providing and fixing A.C./ UPVC pipes of 100 mm diameter and of
required length for For weep holes in abutment.riding return including
necessary inverted filter etc complete. As directed by Engineer-in-charge.
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The rate is inclusive of all lead and lift. (3) The work shall be
carried out as directed by Engineer-in-charge and as per
wording of item.
169 Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite /
gneiss metal in foundation as levelling course including necessary
bailing out water, including plywood/steel form work, steel centering,
compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster
is considered for rendering uneven and honeycombed surface only.
Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin
etc. (Wooden centering/ formwork will not be allowed).
BR.5P.NO.105/I.S.456[2000]
(1) The work shall be executed as per the direction of Engineer
in - charge . (2) Only crusher broken metal shall be used. (3)
The concrete shall be mixed in weigh batch mixture (4) The rate
is inclusive of all leads and lifts. (5) Dewatering if required shall
be carried out by contractor at no extra cost to Government . (6)
Minimum cement content shall be 170 kilogram per cubic metre.
(7) The river sand brought on site shall be washed prior to
mixing for concrete. No claim or enhancement of rate due to this
provision shall be entertained. (7a) Preferably river sand shall be
used for concreting. However crushed stone sand is permitted if
river sand is not available after due approval of Engineer in
charge. In such case rates for concreting will be suitably
reduced. (8) All the materials such as cement , sand , metal and
water shall be got tested as per frequency and approved from
the Engineer - in - Charge.
170 Providing and laying C.C. of required grade of trap / granite / quartzite
/ gneiss metal for cast in situ piers, abutments, returns, wings etc.
including provision of 'V' shaped false joints to form suitable panels on
the faces to approved design including plywood/ steel formwork, steel
centering, compaction by vibrating finishing uneven and honeycombed
surface with C.M.1:3 of sufficient minimum thickness to give a smooth
and even surface or roughening the surface if special finish is to be
provided, curing and bailing out water. The C.M. 1:3 plaster is
considered for rendering uneven and honeycombed surface only.
(Excluding reinforcement, including cover block) Newly laid concrete
shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden
centering / formwork will not be allowed). b) For C.C. M-20grade
BR.27P.NO.127/I.S.456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2) Use of admixture shall be permitted , however no extra
payment will be made on that account. (3) No extra payment
shall be made for finishing the work in cement mortar 1:3 if
required to be executed as directed by Engineer in Charge . (4)
Before concreting work , cement from each consignment shall be
got tested and if required the mix shall be got modified to
strength of fresh cement available in stock and concreting work
shall be done according to redesigned mix without any extra
cost to Government. (5) Additional specification attached on
Page No 117 to 125 separately shall also be applicable to this
item. (6) The formwork and steel centering specification are
separately attached on Page No 118 to 121. (7) The river sand
brought on site shall be washed prior to its mixing for concrete.
This condition is applicable for sand related items elsewhere.
No claims or enhancement of rates due to this provision shall be
entertained." (8) Preferably river sand shall be used for
concreting. However crushed stone sand is permitted if river
sand is not available after due approval of Engineer in charge. In
such case rates for concreting will be suitably reduced. (9) Mix
design shall be reverified / modified after every four months or
whenever there is change in source of quarry materials ,
whichever is earlier. The charges for mix design shall be borne
by the contractor. (10) The cement consumption considered for
this item is 375 kilogramme/cubic metre of concrete. However
actual cement consumption shall be as per approved mix
design. (11) The concrete shall be mixed in weigh batch mixture
171 Providing and laying in situ Cement concrete of required grade of trap /
granite / quartzite / gneiss metal for R.C.C Work in solid / deck slab
including plywood/steel formwork, steel centering, compaction by
vibrating finishing uneven and honeycombed surface with C.M.1:3 of
sufficient minimum thickness to give a smooth and even surface or
roughening the surface if special finish is to be provided, curing and
finishing in cement plaster (Excluding reinforcement, including cover
block) The C.M. 1:3 plaster is considered for rendering uneven and
honeycombed surface only. Newly laid concrete shall be covered by
gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will
not be allowed). b) For C.C. M-25 grade BR.38 P.NO.135/I.S.456[2000]
(1 ) Plywood or Mild Steel plates shall be used for formwork.
(2 ) M 25 concrete shall be provided instead of cement concrete
1:1.5:3 as specified in BD F - 5. (3) Use of admixture shall be
permitted , however no extra payment will be made on that
account. (4) The appropriate mix design shall be got approved
well in advance from approved laboratory, before starting of
work (5) The charges for mix design shall be borne by the
contractor. (6) Cement from same stock sent for mix design shall
be used for concrete work. (7) No extra payment shall be made
for finishing the work in cement mortar 1:3 if required to be
executed as directed by Engineer in Charge . (8) Cement from
same stock sent for mix design shall be used for concrete work."
(9) Before concreting work , cement from each consignment
shall be got tested and if required the mix shall be got modified
to strength of fresh cement available in stock and concreting
work shall be done according to redesigned mix without any
extra cost to Government.
172 Providing and cutting, bending, hooking, laying, in position and tying
bar reinforcement as per detailed drawing for R.C.C. works etc.
complete. b) TMT steel bars
BR.35 P.NO.134/TMT Fe 415[2000]
(1) Read H.Y.S.D. in place of mild steel. (2) The binding of
reinforcing shall be as per the design schedules and drawings.
(3) The detailing of reinforcement shall be done as per the
relevant IS code or as directed by Engineer-in-charge. (4)
Binding wires of galvanized iron duely plastic coated shall be
used at no extra cost to Government. (5) Tested steel bars
brought by contractor shall be used only after treating with anti
corrossive treatment. (6) The steel shall be tested and confirm to
relevant IS code / specification. (7) The bar bending schedule
shall be submitted and got approved from the Engineer - in -
Charge. (8) Bar bending and cutting machine shall be used."
173 Providing 90 cm thick flexible stone mat as per standard drawing
including supplying all materials at work site spreading and
compaction etc. complete. As directed by Engineer-in-charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
174 Providing selected murum (having PI < 6 ) filling including laying in
layers of 15 cm to 20 cm watering and compacting etc. complete.
CD.14 P.NO.167
(1) The sample and quality of material shall be got approved
from the Engineer-in-charge before its procurement and use. (2)
The stone metal shall be of specified gradation. (3) As directed
by Engineer Incharge and as per wording of item. (4) Rates are
inclusive all leads and lifts .
175 Providing and fixing trap / granite / quartzite / gneiss guard stone/
indicator stone of standard size (15 X 15 X 15 cm ) and shape
including fixing in block of standard size (45 X 45 X 45 cm ) of
C.C. 1:4:8 with white washing etc. complete.
Rd.70.P.NO.244
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
176 Providing R.C.C. 1:2:4 5'th Km. Stone on S.H. and M.D.R. etc.
including cost of reinforcement @ 100 kg / cum), painting, numbering
etc. complete as per IRC design (IRC 8-1980) for highway 5th km.
Stones and fixing in standard size (55 X 80 X 60 cm ) C.C. 1:4:8 block
etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
177 Providing R.C.C 1:2:4 ordinary km. Stones including cost of
reinforcement @ 100 kg / cum) painting numbering etc. complete for
S.H. way and M.D.R. as per IRC design (IRC 8-1980) for highway km
stone and fixing in standard size (63 X 63 X 60 cm ) C.C. 1:4:8 block
etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
178 Providing R.C.C. 1:2:4 ordinary km. stones, for ODR and V.R.
including cost of reinforcement @ 100 kg / cum) painting numbering
etc. complete as per I.R.C. design (IRC 8-1980) for highway km.stone
and fixing in standard size (67 X 50 X 60 cm ) C.C. 1:4:8 block etc
complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
179 Providing and fixing R.C.C. precast cement concrete M-15 pedestal OF
SIZE 0.75 X 0.75 X 0.20 m including cost of steel reinforcement for
Km.stone as per detailed drawing and specification including
transportation of pedestal Block , all lifts etc. complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
180 Providing sills of polished Kota stone 20mm to 25mm thick, on
a bed of cement mortar 1:4 including cement float, filling joints
with slurry, curing, polishing, cleaning complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
181 Proviing fire extinguisher , CO 2 type 2.0 KG with
horn and pipe capacity etc complete. Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
182 Proviing and fixing fire extinguisher , CO 2 type 4.5
KG with horn and pipe capacity etc complete. Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
183 Proviing and fixing fire extinguisher , CO 2 type 10
KG capacity dry chemical powder pipe with horn and
pipe etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
184 Proviing and fixing fire extinguisher , CO 2 type 5
KG capacity dry chemical powder pipe with horn and
pipe etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .
185 Proviing and fixing fire extinguisher , water type 9
LT capacity etc complete.
Spec.No.: As directed by Engineer- in-
charge.
(1) As directed by Engineer Incharge and as per wording of
item. (2) Rates are inclusive all leads and lifts .