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Page 1 of 9
1 Ch.4
item
No.13
Dismantling brick work in lime or cement mortar.
6300.00 Cft 100 Cft 2414.55
2 (Ch.4
Item
No.19-
c)
Dismantling cement concrete 1:2:4 plain.
800.00 Cft 100 Cft 6249.40
3 (Ch.4
Item
No.19-
d)
Dismantling cement concrete with brick aggregate.
3600.00 Cft 100 Cft 1704.40
4 Ch.No.
3 Item
No.10(i
)
Earthwork excavation in irrigation channels, drains,
etc. to designed section, grades and profiles,
excavated material disposed off and dressed within 50
ft. (15 m) lead:- i) ordinary
23652.00 Cft 1000 Cft 4565.10
5 Ch.6
item
No.3(b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
4600.00 Cft 100 Cft 10275.65
6 Ch.7
item
No.4(i)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
14100.00 Cft 100 Cft 18625.50
7 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing, compacting,
finishing and curing complete (including screening
and washing of stone aggregate). (f) Ration 1:2:4
1396.60 Cft 100 Cft 20668.80
8 (Chapt
er No.
11 Item
No.18-
b )
Cement pointing struck joints, on walls, upto 20' (6.00
m) hiehgt:-
10144.00 Sft 100 Sft 1726.60
9 Chapte
r No.6
Item
No 6-a-
3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing
in position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in
position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:
2: 4)
1900.00 Cft 1 Cft 332.70
10 Chapte
r No.6
ItemNo
9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- deformed bars. (40 Grade)
5817.80 Kg 100 Kg 9976.40
Rate to be
Quoted by the
Contractor
Qty Unit
SULLAGE CARRIER 2.50' X 1.50'
Approximate Cost: Rs. 51.594 Million
Earnest Money: Rs. 1.032 Million (2% of the bid cost) Time Limit:- 08 MONTH
Sr.
NoRate
D.N.I.T / BID SCHEDULE
CONSTRUCTION OF TWO PUMP STATIONS AT OLD G.T.ROAD DRAIN GUJRAT CITY
Ch.
No,
Item
No
Description of Items
MRS, 1st BI-ANNUAL-2017 (1st January to 30th June) DISTRICT GUJRAT
NAME OF
SCHEME:
Page 2 of 9
11 (Ch.3
Item
No. 13-
a
Rehandling of earthwork:
a) Lead upto a single throw of Kassi, phaorah or
shovel
11300.00 Cft 1000 Cft 1420.30
12 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
17562.00 Cft 1000 Cft 4228.20
13 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto 180 Km)
2901.01 Cft 100 Cft 4018.00
14 Ch.4
item
No.13
Dismantling brick work in lime or cement mortar.
13387.50 Cft 100 Cft 2414.55
15 (Ch.4
Item
No.19-
c)
Dismantling cement concrete 1:2:4 plain.
1700.00 Cft 100 Cft 6249.40
16 (Ch.4
Item
No.19-
d)
Dismantling cement concrete with brick aggregate.
7650.00 Cft 100 Cft 1704.40
17 Ch.No.
3 Item
No.10(i
)
Earthwork excavation in irrigation channels, drains,
etc. to designed section, grades and profiles,
excavated material disposed off and dressed within 50
ft. (15 m) lead:- i) ordinary
88102.50 Cft 1000 Cft 4565.10
18 Ch.6
item
No.3(b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
11262.50 Cft 100 Cft 10275.65
19 Ch.7
item
No.4(i)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
43351.00 Cft 100 Cft 18625.50
20 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing, compacting,
finishing and curing complete (including screening
and washing of stone aggregate). (f) Ration 1:2:4
3723.80 Cft 100 Cft 20668.80
21 (Chapt
er No.
11 Item
No.18-
b )
Cement pointing struck joints, on walls, upto 20' (6.00
m) hiehgt:-
28356.00 Sft 100 Sft 1726.60
22 Chapte
r No.6
Item
No 6-a-
3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing
in position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in
position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:
2: 4)
2625.00 Cft 1 Cft 332.70
SULLAGE CARRIER 3.00' X 1.50'
Page 3 of 9
23 Chapte
r No.6
ItemNo
9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- deformed bars. (40 Grade)
8037.75 Kg 100 Kg 9976.40
24 (Ch.3
Item
No. 13-
a
Rehandling of earthwork:
a) Lead upto a single throw of Kassi, phaorah or
shovel
31237.50 Cft 1000 Cft 1420.30
25 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
69081.40 Cft 1000 Cft 4228.20
26 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto 180 Km)
5586.94 Cft 100 Cft 4018.00
27 Ch.4
item
No.13
Dismantling brick work in lime or cement mortar.
13125.00 Cft 100 Cft 2414.55
28 (Ch.4
Item
No.19-
c)
Dismantling cement concrete 1:2:4 plain.
812.00 Cft 100 Cft 6249.40
29 (Ch.4
Item
No.19-
a)
Dismantling cement concrete plain 1:4:8.
4725.00 Cft 100 Cft 3124.70
30 Ch.No.
3 Item
No.10(i
)
Earthwork excavation in irrigation channels, drains,
etc. to designed section, grades and profiles,
excavated material disposed off and dressed within 50
ft. (15 m) lead:- i) ordinary
38227.00 Cft 1000 Cft 4565.10
31 Ch.6
item
No.3(b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
4900.00 Cft 100 Cft 10275.65
32 Ch.7
item
No.4(i)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
24414.00 Cft 100 Cft 18625.50
33 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing, compacting,
finishing and curing complete (including screening
and washing of stone aggregate). (f) Ration 1:2:4
1425.03 Cft 100 Cft 20668.80
34 (Chapt
er No.
11 Item
No.18-
b )
Cement pointing struck joints, on walls, upto 20' (6.00
m) hiehgt:-
15176.00 Sft 100 Sft 1726.60
SULLAGE CARRIER 3.00' X 2.00'
Page 4 of 9
35 Chapte
r No.6
Item
No 6-a-
3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing
in position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in
position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:
2: 4)
1837.50 Cft 1 Cft 332.70
36 Chapte
r No.6
ItemNo
9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- deformed bars. (40 Grade)
5628.26 Kg 100 Kg 9976.40
37 (Ch.3
Item
No. 13-
a
Rehandling of earthwork:
a) Lead upto a single throw of Kassi, phaorah or
shovel
17412.50 Cft 1000 Cft 1420.30
38 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
28418.60 Cft 1000 Cft 4228.20
39 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto 180 Km)
2871.02 Cft 100 Cft 4018.00
40 Ch.4
item
No.13
Dismantling brick work in lime or cement mortar.
13125.00 Cft 100 Cft 2414.55
41 (Ch.4
Item
No.19-
c)
Dismantling cement concrete 1:2:4 plain.
812.00 Cft 100 Cft 6249.40
42 (Ch.4
Item
No.19-
a)
Dismantling cement concrete plain 1:4:8.
4725.00 Cft 100 Cft 3124.70
43 Ch.No.
3 Item
No.10(i
)
Earthwork excavation in irrigation channels, drains,
etc. to designed section, grades and profiles,
excavated material disposed off and dressed within 50
ft. (15 m) lead:- i) ordinary
53734.00 Cft 1000 Cft 4565.10
44 Ch.6
item
No.3(b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
5162.50 Cft 100 Cft 10275.65
45 Ch.7
item
No.4(i)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
31501.00 Cft 100 Cft 18625.50
46 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing, compacting,
finishing and curing complete (including screening
and washing of stone aggregate). (f) Ration 1:2:4
1425.03 Cft 100 Cft 20668.80
SULLAGE CARRIER 3.00' X 3.50'
Page 5 of 9
47 (Chapt
er No.
11 Item
No.18-
b )
Cement pointing struck joints, on walls, upto 20' (6.00
m) hiehgt:-
18676.00 Sft 100 Sft 1726.60
48 Chapte
r No.6
Item
No 6-a-
3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing
in position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in
position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:
2: 4)
1837.50 Cft 1 Cft 332.70
49 Chapte
r No.6
ItemNo
9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- deformed bars. (40 Grade)
5628.26 Kg 100 Kg 9976.40
50 (Ch.3
Item
No. 13-
a
Rehandling of earthwork:
a) Lead upto a single throw of Kassi, phaorah or
shovel
21000.00 Cft 1000 Cft 1420.30
51 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
40824.00 Cft 1000 Cft 4228.20
52 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto 180 Km)
2871.02 Cft 100 Cft 4018.00
53 Ch.26
Item
No. 35-
b
Bailing out water :- b) by pump
19800.00 Cft 1000 Cft 411.35
54 Ch.3
Item
No. 27
Extra for slush or daldal including dewatering.
19800.00 Cft 1000 Cft 4545.00
55 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
19800.00 Cft 1000 Cft 4228.20
56 (Ch.4
Item
No.29
Dismantling brick or flagged flooring without concrete
foundation. (Dismantling of Tuff Tile)
684.00 Sft 100 Sft 482.90
PROVIDING AND LAYING 15" I/D R.C.C SEWER
(De-SILTING of Existing Sullage Carrier Size 3.00' x 4.00')
Page 6 of 9
57 Ch.
No. 03
Item
No.42
Earthwork excavation in open cutting for sewer and
manholes as shoen in drawings including shuttering
and timbering, dressing to correct section and
dimensions according to templates and levels, and
removing surface water, in all types of soil except
shingle, gravel and rock:- (i) 0 ft to 7.0 ft (0 to 2.10 m)
depth 10390.00 Cft 1000 Cft 5014.40
58 Ch.
No. 21
Item
No. 3
Providing laying RCC pipe sewer moulded with
cement concrete 1:1 ½ :3 conforming to ASTM
specification C-76-79 Class.II wall B,including carriage
of pipe from factory to site of work,lowering in
trenches to correct alignment and grade , jointing
with rubberring cutting pipes where necessary,
testing etc. complete.
(15") i/d 584.00 Rft 1 Rft 496.85
59 Ch.
No. 3
Item
No. 13-
b+24-a
Rehandling of earthwork: (b) upto a lead of 50 ft (15 m).
Compaction of earthwork (soft, ordinary or hard soil) :-
a) Mixing, moistening earth to optimum moisture
content in layers for compaction, etc. complete.
8312.00 Cft 1000 Cft 1420.30
60 Chapte
r No.3
Item
No.17c
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto three mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
c) for every ¼ mile (400 m) additional lead or part
thereof, beyond one mile (1.6 Km.) upto 5 mile (8 Km).
2339.28 Cft 1000 Cft 4228.20
61 (Ch.21
Item
No.10)
Restoration of brick pavement on edge, over laid
service line, with 2" (50 mm) sand cushion under
soling.
684.00 Sft 100 Sft 3243.60
62 Ch.
No. 03
Item
No.42
Earthwork excavation in open cutting for sewer and
manholes as shoen in drawings including shuttering
and timbering, dressing to correct section and
dimensions according to templates and levels, and
removing surface water, in all types of soil except
shingle, gravel and rock:- (i) 0 ft to 7.0 ft (0 to 2.10 m)
depth 1236.38 Cft 1000 Cft 5014.40
63 Ch.
No. 06
Item
No.2
Dry rammed brick or stone ballast 1 1/2'' to 2' (40 to 50
mm) gauge.
176.63 Cft 100 Cft 3714.50
64 Ch.6
item
No.3(b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6 : 12.
88.89 Cft 100 Cft 10275.65
65 Ch.7
item
No.7(ii)
Pacca brick work other than building upto 10ft (3 m)
height. (i) cement, sand mortar:- Ration 1:3
170.58 Cft 100 Cft 20429.35
66 Ch.No
7 item
No 10
Extra for steining of well or any other circular masonry.
170.58 Cft 100 Cft 1540.55
67 Ch.6
item
No.5-f
Cement concrete plain i/c placing compacting finishing
& curing complete i/c screening & washing of stone
aggregate ratio 1:2:4 62.46 Cft 100 Cft 20668.80
68 Ch.21
item
No.9
Extra for making and finishing benching floor work in
manhole chamber, with 1/8" (3 mm) thick cement
finish. 50.27 Sft 100 Sft 1534.10
69 Ch.11
item
No.7-b
Cement plaster 1:2 upto 20' (6.00 m) height:- (b) 1/2"
(13 mm) thick
289.55 Sft 100 Sft 2032.20
70 Ch.21
item
No.13
Providing and fixing 1 1/4" x 1 1/4" x 3/16" (31x31x5
mm) angle iron step, in manhole chambers, including
carriage and setting the same in work to correct lines
and levels. 8.00 No 1 Each 226.85
4' DIA MANHOLE FOR 15" I/D SEWER AVERAGE DEPTH
7.00'(04 Nos)
Page 7 of 9
71 Ch.21
item
No.15-
A
Providing and fixing 6" thick R.C.C manhole cover with
tee shaped C.I frame of 22" i/d (frame weighing 37.324
Kg, or one maund as per Standard Drawing STD/PD
No. 6, of 1977, complete in all respect.
4.00 Set 1 P.Set 6931.20
72 (Ch.1
Item
No. 1)
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (180 Km) 54.96 Cft 100 Cft 4018.00
73 Ch.
No. 03
Item
No.42
Earthwork excavation in open cutting for sewer and
manholes as shoen in drawings including shuttering
and timbering, dressing to correct section and
dimensions according to templates and levels, and
removing surface water, in all types of soil except
shingle, gravel and rock:- (i) 0 ft to 7.0 ft (0 to 2.10 m)
depth 314.36 Cft 1000 Cft 5014.40
74 Ch.
No. 7
Item
No. 30
supplying and filling sand under floor or plugging in
wells.
49.08 Cft 100 Cft 1436.70
75 Ch.
No. 21
Item
No. 1
Providing laying RCC pipe moulded with cement
concrete 1:1-1/2:3, with spigot socket or collar joint,
etc. including cost of reinforcement, conforming to
B.S. 5911: Part I: 1981, Class "L" including carriage of
pipe from factory to site of work, lowering in trenches
to correct alignment and grade, jointing, cutting ppes
where necessary, finishing and testing, etc, complete.
(ii) 225 mm (9") i/d
32.00 Rft 1 Rft 336.75
76 Ch.
No. 3
Item
No. 13-
b+24-a
Rehandling of earthwork: (b) upto a lead of 50 ft (15 m).
Compaction of earthwork (soft, ordinary or hard soil) :-
a) Mixing, moistening earth to optimum moisture
content in layers for compaction, etc. complete.
251.49 Cft 1000 Cft 2106.10
77 Ch.21
item
No.8
Consruction of starndard gully grating chamber 3'x2'
1/2' (900x750 mm), with chinaware trap as per PHED
drawomg STD/PD No.3 of 1977, complete in all respect
2.00 No 1 Each 8627.75
78 Ch.
No. 03
Item
No.
1+17
a.b-
i+24-a
Filling, watering and ramming earth under floors:-
Earth work excavation undressed lead upto a single
throw of Kassi, Phaorah or shavel:- b) In ordinary soil
Compaction of earthwork (soft, ordinary or hard soil) :-
a) Mixing, moistening earth to optimum moisture
content in layers for compaction, etc. complete.
Transportation of earth all types when the total
distance, including the lead covered in the item of
work, is more than 1000ft (300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part thereof
beyond ¼ mile (400 m) upto one mile. (1.6 Km).
65709.60 Cft 1000 Cft 6158.80
79 Ch.7
item
No.4(i)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
8683.88 Cft 100 Cft 18625.50
80 Ch.6
item
No.3(f)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
42900.50 Cft 100 Cft 8979.30
81 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing, compacting,
finishing and curing complete (including screening
and washing of stone aggregate). (f) Ration 1:2:4
41168.00 Cft 100 Cft 20668.80
PCC STREET PAVEMENT
GALI GRATTING CHAMBER 3' X 2-1/2' X 1-1/2' (02 Nos)
Page 8 of 9
82 Chapte
r No.6
Item
No 6-a-
3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand
and screened graded and washed aggregate, in
required shape and design, including forms, moulds,
shuttering, lifting, compacting, curing, rendering and
finishing exposed surface, complete (but excluding the
cost of steel reinforcement, its fabrication and placing
in position, etc.):- (a)(ii) Reinforced cement concrete in
slab of rafts / strip foundation, base slab of column
and retaining walls; etc and other structural members
other than those mentioned in 5(a) (i) above not
requiring form work (i.e. horizental shuttering)
complete in all respects:- (3) Type C (nominal mix 1: 2:
4)
18.64 Cft 1 Cft 241.50
83 Chapte
r No.6
ItemNo
9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including cost
of binding wire and labour charges for binding of steel
reinforcement (also includes removal of rust from
bars):- deformed bars. (40 Grade)
57.09 Kg 100 Kg 9976.40
84 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked), surkhi,
etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto 180 Km)
36244.24 Cft 100 Cft 4018.00
1
2.00 No.s 1 No.s 10000.00
2
1811.82 Cft 1 Cft 95.00
3
42525.00 No.s 1000 No.s 3200.00
3150.00 Cft 100 Cft 900.00
4
90365.63 No.s 1000 No.s 3200.00
6693.75 Cft 100 Cft 900.00
5
88593.75 No.s 1000 No.s 3200.00
6562.50 Cft 100 Cft 900.00
6
88593.75 No.s 1000 No.s 3200.00
6562.50 Cft 100 Cft 900.00
CONDITIONS.
1
2
3
4
5
Conditional tenders/rates will not be entertained.
Any item of work not included in this bid but during execution actually required to be executed at site will be paid after
approval by the competent authority.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R Code, the
department will not accept any other reason what so ever related for completion of work.
NON-STANDARISED ITEMS
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be considered as
rescinded automatically.
0
Old Servicable Bricks
Brick Bats
D/d due to Old Materials
Old Servicable Bricks
Supply and placing crushed stone aggregate ¼” to 1” size
(from Marghala or other approved quarry / quality i/c carriage
from quarry to site upto 180 km) bedding material under and
around RCC sewer pipe up to half of pipe dia in trenches as
per grade and alignment as per drawing complete in all respect
to the entire satisfaction of the Engineer-in-charge.
Old Servicable Bricks
Brick Bats
Brick Bats
Providing assembling and fixing sign board size 3’ x3’ made of
2” i/d G.I pipe medium quality for two legs and frame 26-Rft i/c
cutting welding of M.S sheet 16 SWG according to standard
design / drawing as well as requirement of Engineer-in-Charge
including cost of painting, lettering on both side upto 300
letters in Urdu or English with enamel paint 3 coats i/c painting
of monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1’x1’x2’ and providing laying P.C.C (1:2:4) 1’x1’x2’ for
foundation and carriage charges from work shop to site of
work complete in all respect to the entire satisfaction of the
Engineer-in-charge.
D/d due to Old Materials
Old Servicable Bricks
Brick Bats
D/d due to Old Materials
D/d due to Old Materials
Page 9 of 9
6
7
8
9
10
Contractor Executive Egnineer
Public Health Engineering Division
Gujrat
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive responsibility
of the contractor.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th April 2005
in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the lowest bidder will
have to deposit additional performance security from the schedule bank equal to tender amount below estimated cost
within 15 days of issuance of notice or within expiry period of the bid whichever is earlier.
Perfomance gurantee as per PPRA Rules 2014.
Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRs. 1st Bi-Annual-2017 (1st: January to 30th June) District Gujrat) for Distt:
Gurjat and decision of the competent authority will be final and binding upon the contractor.
All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and
binding upon the contractor.
Page 1
Approximate Cost: Rs. 26.330 Million
Earnest Money: Rs. 0.527 Million
1 23 1-e
Boring for tubewell in all types of soil except
shingle and Chap. 2 rock, from ground level
to 100 ft. (30 m) depth, including sinking and
withdrawing of casing pipe, complete:
' 8" (200 mm) i/d
100 1 P.Rft 298.5
2 23 2-c
Boring for tubewell in all types of soil except
shingle and Chap. 2 rock, from ground level
to 100.1 ft. to 200 ft. depth, including sinking
and withdrawing of casing pipe, complete:
' 8" (200 mm) i/d
100 1 P.Rft 404.75
3 23 3-c
Boring for tubewell in all types of soil except
shingle and Chap. 2 rock, from ground level
to 200.1 ft. to 300 ft. depth, including sinking
and withdrawing of casing pipe, complete:
' 8" (200 mm) i/d100 1 P.Rft 510.35
4 23 4-a
Boring for tubewell in all types of soil except
shingle and Chap. 2 rock, from ground level
to 300.1 ft. to 400 ft. depth, including sinking
and withdrawing of casing pipe, complete:
' 8" (200 mm) i/d100 1 P.Rft 616.6
5 23 4-a
Boring for tubewell in all types of soil except
shingle and Chap. 2 rock, from ground level
to 300.1 ft. to 400 ft. depth, including sinking
and withdrawing of casing pipe, complete:
' 8" (200 mm) i/d100 1 P.Rft 616.6
6 23 7
Providing strong substantially built box of
deodar wood 4'x21/2'x9"(1200x750x225 mm)
with compartments lock and locking
arrangement for perserving samples of
strata from bore hole.
1 1 P.job 13264.3
7 23 8Furnishing samples of water from bore hole
(per set of two bottles). 1 1 P.Set. 170.7
Direct rotary / reverse rotary drilling of bore
for Tubewells, in all types of soil except
shingle, gravel and rock. a) From ground
level to 250 ft (75m) below level. 15" i/d to
18" i/d = 250.00 1 Rft 464.00
b) Exceeding 250 ft (75m) depth below
ground level. 15" i/d to 18" i/d 250.00 1 Rft 464.00
9 23 10-i Providing and installing M.S. Bail plug in
tubewell bore hole. 10" i/d, 2 ft. (250 mm i/d
600 mm) long. 1.00 1 Each 4408.20
P/I M.S. blind pipe socket/welded joints
M.S.reducer (where necessary) in tube well
bore hole including jointing welding with
strainer etc: complete.
12" i/d, ¼" (300 mm i/d 6 mm) thick 120.00 1 Rft 2290.35
10" i/d, ¼" (250 mm i/d 6 mm) thick 316.00 1 Rft 1943.50
11 23 18 Shrouding with graded pea gravel 3/8” to 1/8” dia around tubewell in bore hole around 12” i/d 553.56 1 Cft 95.35
Tube Well Boring & its Conversion = 01 No.
Qty
14-i-j23
Ch.No.
8 23
Name of
Work:
Trial Bore and Investigation = 01 No.
10
5-a-ii
WATER SUPPLY PORTION
Item
No.
D.N.I.T/BID SCHEDULE
Rural Water Supply and Drainage Scheme Morala Tehsil Kharian District Gujrat
Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT
Time Limit: 06 Month
Unit
Page 2
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
12 23 17(i) Testing and developing of tubewell of size 6"
(150 mm) i/d and above continuously. upto
1.5 cs. Discharge 72.00 1 Hours 858.50
13 3 21-b Excavation in foundation of building bridge &
other structures i/c dagbelling, dressing
refilling around with excavated earth
watering and ramming lead upto one chain.
100 ft and lift upto 5ft in ordinary soil. 439.87 1000 Cft 5995.45
14 10 3 Providing, laying, watering and ramming
brick ballast 1½" to 2"(40 mm to 50 mm)
gauge mixed with 25% sand, for floor
foundation, complete in all respects. 66.00 100 Cft 4075.00
15 7 4-b Pacca brick work in (1:5) cement mortor in
foundation and plinth And foundation.
344.00 100 Cft 18709.5
16 6 33-a-i P/L damp proof course of cement concrete
1;2:4 i/c bitumen coating 1-1/2 “ thick with
one coat of bitumen + 1 coat of polythene
sheet 47.84 100 Sft 4330.25
17 7 5-i Pacca brick work in ground floor cement,
sand mortar 1:5 cement snad mortor in
ground floor. 450.80 100 Cft 19882.7
18 7 30 Supplying and filling sand under floor or
plugging in well. 135.00 100 Cft 1676.70
19 11 9-b Cement plaster 1:3 up to 20 ft height
b) ½ “ thick 687.00 100 Sft 2046.90
20 10 15-c P/L topping of cement concrete 1:2:4 i/c
surface finishing and dividing in panels 1-
1/2 “thick. 144.00 100 Sft 3652.6
21 6 6-a-i Providing and laying reinforced cement
concrete (including prestressed concrete),
using coarse sand and screened graded and
washed aggregate, in required shape and
design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)
(i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other
structural members laid in situ or precast laid
in position, or prestressed members cast in
situ, complete in all respects:- (3) (c) Type C
(nominal mix 1: 2: 4).
98.50 1 Cft 342.20
22 6 9-b Fabrication of mild steel reinforcement for
cement concrete including cutting bending
laying in position making joints and fastening
including cost of binding wire and labor
charges for binding of steel reinforcement
(also include removal of rust from bars)302.14 100 Kg 10723.45
23 25 31 Making and fixing steel grouted door with
1/16” thick sheeting i/c angle iron frame
2”x2”x3/8” and ¾” square bars 4” C/C with
locking arrangement. 28.00 1 Sft 869.15
24 25 41-b-iii P/f steel window with open able glazed
panels using 3mm glass beam section for
frame 1 ½ “ x1”x5/8”x1/8” Z-section for
leaves3/4” x1”x3/4” x1/8” T-Section sashes.
1”x1”x1/8” with glass panes, wooden screed
for glazing embedded over a thin layer of
putty duly screwed with leaves brass fittings,
holdfast, dulky painted, complete in all
respects, as per approved design and as
directed by the Engineer In charge.
32.00 1 Sft 398.9
PUMP HOUSE 12'X12' = 01 No.
Page 3
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
25 12 54 P/F M.S flat ½”x1/8” grill i/c ¾” x1/8” MS flat
frame in windows of approved design i/c
painting three coats complete in all respect.32.00 1 Sft 191.35
26 11 18-a Cement pointing 1:2 struck joints on walls
upto 20 ft height 779.00 100 Sft 1848
27 9 5 Single layer of tiles 9”x4 ½ “x1-1/2 laidOver 4” earth and 1” mud plaster without
Bhoosa grouted with cement sand 1;3 on
top of R.C roof slab providing with 34 lbs
bitumen coating sand blinded. 144.00 100 Sft 6131.15
28 11 25-a-iii white washing 3-coats on wall720.00 100 Sft 262.55
29 9 14 Khassi parnala in cement sand mortor 1 :2
outside 12 “ width finished smooth with a
floating coat of neat cement. 14 Rft
14.00 1 Rft 94.55
30 9 16 Bottom khurahs of brick masonry in cement
sand mortar 1 :6 4ft x2ft x4 ½ over 3”cement concrete 1:4:8 2.00 1 Each 819.9
31 7 5-i Pacca brick work in ground floor cement,
sand mortar 1:5 cement snad mortor in
ground floor. 13.13 100 Cft 19882.7
32 10 3 Providing, laying, watering and ramming
brick ballast 1½" to 2"(40 mm to 50 mm)
gauge mixed with 25% sand, for floor
foundation, complete in all respects. 77.63 100 Cft 4075.00
33 10 9 Brick on edge flooring laid in 1;6 cement
sand mortar over a bed of ¾” C.S mortar
1;6 207.00 100 Sft 8101.50
34
4 19-c Dismantling cement concrete 1:2:4 plain 6923.4 100 Cft 6249.4
35
4 19-d
Dismantling cement concrete with brick
aggregate. 6923.4 100 Cft 1704.4
36
4 45 Dismantling and removing road metalling 1000 100 Cft 1136.25
37 3 44 Excavation of trenches in all kinds of soil,
except cutting rock, for watersupply pipelines
upto 5 ft. (1.5 m) depth from ground level,
including trimming, dressing sides, leveling
the beds of trenches to correct grade and
cutting pits for joints, etc. complete in all
respects.140896.00 1000 Cft 4271
Providing / laying cutting jointing testing and
defiling P.V.C pipe line of BSS class B
working pressure pipe in trenches complete
in
3 ” i/d 20191.00 1 Rft 105.95
4 ” i/d 1250.00 1 Rft 158.95
6 ” i/d 1750.00 1 Rft 305.90
23 22 Providing, laying, cutting, jointing and
disinfecting G.I pipeline in trenches, with
socket joints, using G.I pipes of B.S.S 1387-
1967 complete in all respect with specials
and valves. Medium Quality4" i/d 50.00 1 Rft 572.95
Providing and installing P.V.C. tees, of
B.S.S. Class `B' working pressure:-
3”i/d = 45.00 1 Each 622.30
4”i/d = 10.00 1 Each 1099.40
6”i/d = 2.00 1 Each 2164.05
Providing and installing P.V.C. bends, of
B.S.S. Class `B' working pressure:-3”i/d = 40.00 1 Each 220.85
4”i/d = 7.00 1 Each 377.70
6”i/d = 3.00 1 Each 907.90
RISING MAIN / DISTRIBUTION SYSTEM
37-i-
a,b,c
26
2341
40
23
23 38-i-
a,b,c
38
39
Page 4
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
42 23 34-a Providing and fitting C.I. flanged on pipe i/c
turning, threading, facing and fitting, etc
complete in all respects:- 3" to 6"
39.44 1 Kg 112.25
Providing and installing PVC Tapper core
BSS Class “B” working pressure.3”i/d = 4.00 1 Each 136.85
4”i/d = 6.00 1 Each 161.70
6”i/d = 2.00 1 Each 220.30
Providing and fixing sluice valve of B.S.S.
quality and weight, Class `B', for cast iron
pipe line, and Asbestos cement pipe line
(including cost of jointing material):-3”i/d = 2.00 1 Each 6722.60
4”i/d = 1.00 1 Each 7910.85
45 23 13-i Providing and installing PVC Bail / End plug,
in tubewell bore hole, BSS class B working
pressure.
3”i/d = 25.00 1 Each 63.70
46 23 33-b Providing fixing air valve 2 ½' dia of B.S.S
quality and weight complete with jointing
material (Double) 1.00 1 Each 7625.6
47 3 13-a Rehandling of Earth work lead upto single
throw of kassi phora shwal etc
112717.00 1000 Cft 1988.45
48 6 3-f Cement concrete brick or stone ballast 1-1/2
to 2" gauge in foundation and plinth 1: 7:20
6923.00 100 Cft 9098.10
49 6 5-f Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ratio 1:2:4
6923.00 100 Cft 21724.80
50
1 1 Carriage of 100 Cft. (2.83 cu.m) of all
materials like stone aggregate, spawl,
kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor.(upto
180 Km) 6092.24 100 Cft 4135.15
51
22 1-a-i-ii Excavation of well in dry upto 20'(6 metre)
below ground level, and disposal of soil
within one chain (30 metre) a) in ordinary soil
or sand :- i) from 0' to 5' (o to 1.5 m) depth1492.00 1000 Cft 4221.20
52
6 5-i Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate): (i) Ratio 1: 4: 8 159.37 100 Cft 17001.60
53
6 6-a-ii-
5-a-i-3-
c
Providing and laying reinforced cement
concrete (including prestressed concrete),
using coarse sand and screened graded and
washed aggregate, in required shape and
design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):-
(a)(ii) Reinforced cement concrete in slab of
rafts / strip foundation, base slab of column
and retaining walls; etc and other structural
members other than those mentioned in 5(a)
(i) above not requiring form work (i.e.
horizental shuttering) complete in all
respects:- (3) (c) Type C (nominal mix 1: 2:
4)351.00 1 Cft 251.00
40-i
23 30-a,b44
43
OVER HEAD RESERVOIR 10,000 GALLONS (01 Nos)
23
Page 5
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
54
6 6-a-i-3-
c
Providing and laying reinforced cement
concrete (including prestressed concrete),
using coarse sand and screened graded and
washed aggregate, in required shape and
design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)
(i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other
structural members laid in situ or precast laid
in position, or prestressed members cast in
situ, complete in all respects:- (3) (c) Type C
(nominal mix 1: 2: 4)588.25 1 Cft 298.10
55
6 6-a-i-2 Providing and laying reinforced cement
concrete (including prestressed concrete),
using coarse sand and screened graded and
washed aggregate, in required shape and
design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)
(i) Reinforced cement concrete in roof slab,
beams, columns lintels, girders and other
structural members laid in situ or precast laid
in position, or prestressed members cast in
situ, complete in all respects:- (2) Type B
(nominal mix 1: 1½: 3)557.17 1 Cft 371.35
56
6 13-a Extra labour for laying concrete plain or
reinforced: (a) above 20' (6 m) upto 40'(12
m) height 169.95 100 Cft 2272.50
above 40' upto 50' height 356.53 100 Cft 3692.80
for every additional 10'(3 m) height. (50'-60'
ft) 84.97 100 Cft 5113.10
for every additional 10'(3 m) height. (60'-70'
ft) 285.61 100 Cft 6533.40
57
25 35 Providing and fixing terrace railing of 2" (50
mm) i/d doconduit pipe 16 SWG, welded with
5/8"x5/8" (16x16 mm) square bar 2.75 ft.
(838 mm) high fixed at 5" (125 mm) centre to
centre, in reinforced cement concrete slab
with suitable arrangement, complete in all
respects, as per design and drawing.239.00 1 Rft 591.75
58
23 36-g Providing, laying, cutting, jointing, testing
and disinfecting G.I. pipe line in trenches,
with flanged joints, using G.I. pipe of B.S.S.
1387-1967 complete in all respects,
including specials and valves:- i) G.I. flanged
joints (Heavy Quality).g) 8" i/d (200 mm)228.00 1 Rft 1344.90
59
23 30 Providing and fixing sluice valve of B.S.S.
quality and weight, Class `B', for cast iron
pipe line, and Asbestos cement pipe line
(including cost of jointing material):- g) 8" i/d
(200 mm) 3.00 1 No 22875.95
607 4 Pacca brick work in foundation and plinth in:-
i) Cement, sand mortar:- Ratio 1:5 138.20 100 Cft 18709.50
61
10 9 Brick on edge flooring, laid in 1:6 cement
mortar, over a bed of ¾" (20 mm) thick
cement mortar 1:6. 112.00 100 Sft 8101.50
62
6 28 Providing embeding 10" (250 mm) wide ¼"
(6 mm) thick rubber water stopper in
expansion joints of R.C.C. roof slab
complete in all respects. 52.00 1 Rft 68.05
Page 6
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
63
21 15-A Providing and fixing 6" thick R.C.C. manhole
cover with tee shaped C.I. frame of 22" I/d
(frame weighing 37.324 Kg. or one maund
as per Standard Drawing STD/PD No. 6, of
1977, complete in all respect.2.00 1
Per
Set 7094.35
64
6 9-b Fabrication of mild steel reinforcement for
cement concrete, including cutting, bending,
laying in position, making joints
5435.00 100 Kg 10723.45
65
10 21 13/8"(35 mm) thick mosaic flooring,
consisting of 3/8"(10 mm) mosaic topping of
one part of cement and marble powder in the
ratio of 3:1 and two parts of marble chips,
laid over 1"(25 mm) thick flooring of 1:2:4
cement concrete including rubbing and
polishing complete :- 177.00 100 Sft 9632.15
66
10 39 Mosaic dado or skirting with one part of
cement and marble powder in the ratio of 3:1
and two parts of marble chips, laid over
½"(13 mm) thick cement plaster 1:3,
including rubbing and polishing, complete
with finishing: (b) using white cement : ii)
½"(13 mm) thick 518.00 100 Sft 10065.35
67
1 1 Carriage of 100 Cft. (2.83 cu.m) of all
materials like stone aggregate, spawl,
kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor.(upto
180 Km) 1316.84 100 Cft 4135.15
68
23 28-b Providing and fixing cast iron special of
B.S.S. Class `B' (such as bend, tee cross
collar, reducer, tail piece, flanged spigot,
cap, flanged socket, taper, angle branch,
plug etc.) for cast iron pipe line , complete:-
b) C.I. flanged specials, with flanged and
flanged joints:- ii) 8" to 12" (200 to 300 mm)
i/d 462.71 1 Kg 110.75
69 3 21-b Excavation in foundation of building bridges
and other structures including dagbelling
dressing refilling around structured earth
watering and ramming lead upto one chain
(30m) and lift upto 5 ft (1.5m) b) in ordinary
soil 400.00 1000 Cft 5995.45
70 6 3-d Cement concrete brick or stone ballast 1 ½ "
to 2" (40 mm to 50 mm) gauge in foundation
and plinth. (1:6:12) 33.00 100 Cft 10432.25
71 7 5-i Pacca brick work in foundation and plinth in
cement sand mortor ratio (1:5). 167.41 100 Cft 18709.50
72 6 5-f Cement concrete plain including placing
compacting finishing and curing complete
(including screening and washing of stone
aggregate).Ratio (1:2:4)
9.00 100 Cft 21724.80
73 11 8-b Cement plaster 1:3 upt 20' height ½" thick
Inside. 156.00 100 Sft 1813.80
74 6 6-a-ii Providing laying R.C.C (1:2:4) for roof slab.
30.38 1 Cft 251.00
CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (04
Nos)
Page 7
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
75 6 9-b Fabrication of mild steel reinforcement
cement concrete i/c cutting, bending in
position (deformed bars). 93.03 100 Kg 10723.45
76 3 21-b Excavation in foundation of building, bridges
and other structures, including dagbelling,
dressing, refilling around structure with
excavated earth, watering and ramming lead
upto one chain (30 m) and lift upto 5 ft. (1.5
m) b) in ordinary soil. 174.23 1000 Cft 5995.45
77 6 3-d Cement concrete brick or stone ballast 1 ½ "
to 2" (40 mm to 50 mm) gauge in foundation
and plinth. (1:6:12) 16.59 100 Cft 10432.25
78 7 4-i Pacca brick work in foundation and plinth in:-
i) Cement, sand mortar:- Ratio 1:5
36.71 100 Cft 18709.50
79 7 10 Extra for pacca brick work in steining of wells
or any other circular masonry.
36.71 100 Cft 1540.55
80 6 5-f Cement concrete plain including placing
compacting finishing and curing complete
(including screening and washing of stone
aggregate).Ratio (1:2:4)
6.18 100 Cft 21724.80
81 21 15-A Providing and fixing 6" thick R.C.C. manhole
cover with tee shaped C.I. frame of 22" I/d
(frame weighing 37.324 Kg. or one maund
as per Standard Drawing STD/PD No. 6, of
1977, complete in all respect.
1.00 1 Per Set 7094.35
82 11 7-b Cement plaster 1:2 upto 20' (6.00 m) height:-
b) ½" (13 mm) thick 42.29 100 Sft 2046.90
83 3 21-b Excavation in foundation of building, bridges
and other structures, including dagbelling,
dressing, refilling around structure with
excavated earth, watering and ramming lead
upto one chain (30 m) and lift upto 5 ft. (1.5
m) b) in ordinary soil. 87.50 1000 Cft 5995.45
84 6 3-d Cement concrete brick or stone ballast 1 ½ "
to 2" (40 mm to 50 mm) gauge in foundation
and plinth. (1:6:12) 33.18 100 Cft 10432.25
85 7 4-i Pacca brick work in foundation and plinth in:-
i) Cement, sand mortar:- Ratio 1:5
26.25 100 Cft 18709.50
86 6 5-f Cement concrete plain including placing
compacting finishing and curing complete
(including screening and washing of stone
aggregate).Ratio (1:2:4)
5.06 100 Cft 21724.80
87 11 9 Cement plaster 1:4 upto 20' (6.00 m) height:-
b) ½" (13 mm) thick
30.00 100 Sft 2046.90
88 23 30 Providing and fixing sluice valve of B.S.S.
quality and weight, Class `B', for cast iron
pipe line, and Asbestos cement pipe line
(including cost of jointing material):- a) 3" i/d
(75 mm)
1.00 1 Each 6722.60
89 23 22 Providing, laying, cutting, jointing, testing
and disinfecting G.I. pipeline in trenches,
with socket joints, using G.I. pipes of B.S.S.
1387-1967 complete in all respects, with
specials and valves. h) 3" i/d (75 mm)
4.05mm thick 12.00 1 Rft 403.15
CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3'
(1 Nos) For OHR
CONSTT: OF Washout Arrangement with Chamber (1
Nos) For OHR
Page 8
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
90 23 28 Providing and fixing cast iron special of
B.S.S. Class `B' (such as bend, tee cross
collar, reducer, tail piece, flanged spigot,
cap, flanged socket, taper, angle branch,
plug etc.) for cast iron pipe line , complete:-
b) C.I. flanged specials, with flang i) 3" to 6"
(75 to 150 mm) i/d
14.97 1 Kg 107.70
91 4 29 Dismantling brick or flagged flooring without
concrete foundation. 52012.00 100 Sft 482.90
92 3 1+17-
a-b-
c+24-c
Filling, watering and ramming earth under
floors:- Earth work excavation undressed
lead upto a single throw of Kassi, Phaorah or
shavel:- b) In ordinary soil Compaction of
Earth work (soft, ordinary and hard soil) :- c)
Ramming earthwork (all types of soil).
Transportation of earth all types when the
total distance, including the lead covered in
the item of work, is more than 1000ft
(300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr
part thereof beyond ¼ mile (400 m) upto one
mile. (1.6 Km).36379.40 1000 Cft 6336.60
93 6 3-f Cement concrete brick or stone ballast 1-1/2
to 2" gauge in foundation and plinth 1: 7:20 27621.20 100 Cft 9098.10
94 6 5-f Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ration 1:2:4 27621.20 100 Cft 21724.80
95 6 6-a-3-
c
Providing and laying reinforced cement
concrete (including prestressed concrete),
using coarse sand and screened graded and
washed aggregate, in required shape and
design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and
finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):-
(a)(ii) Reinforced cement concrete in slab of
rafts / strip foundation, base slab of column
and retaining walls; etc and other structural
members other than those mentioned in 5(a)
(i) above not requiring form work (i.e.
horizental shuttering) complete in all
respects:- (3) Type C (nominal mix 1: 2: 4)115.34 1 Cft 251.00
96 6 9-b Fabrication of mild steel reinforcement for
cement concrete, including cutting, bending,
laying in position, making joints and
fastenings, including cost of binding wire and
labour charges for binding of steel
reinforcement (also includes removal of rust
from bars):- deformed bars. (40 Grade)353.23 100 Kg 10723.45
97 1 1 Carriage of 100 Cft. (2.83 cu.m) of all
materials like stone aggregate, spawl,
kankar lime (unslaked), surkhi, etc. or 150
Cft. (4.25 cu.m) of timber, by truck or by any
other means owned by the contractor. (upto
180 Km) 24408.15 100 Cft 4135.15
98 3 10-i Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary6117.26 1000 Cft 4565.10
99 6 3-b Cement concrete brick or stone ballast 1-1/2
to 2" gauge in foundation and plinth 1: 6:12 3609.00 100 Cft 10432.25
100 7 4-i Pacca brick work in foundation and plinth in:-
i) Cement, sand mortar:- Ratio 1:5
2706.00 100 Cft 18709.50
DRAINAGE PORTION
PCC / Soling Street Pavement
Surface Drain Type-I
Page 9
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
101 20 1-b-ii Tega formed of pacca brick on end, laid in
and over cement sand mortar projecting to a
height of not more than 6" (150 mm) top of
drain along the property side where required,
laid to lines, grades, slopes and shape
according to the Engineer's drawing:- ratio
1:5, 4 ½ “thick (113 mm) 9624.00 100 Rft 5748.50
102 20 3-b Pacca brick on edge, laid in reimbursement,
in cement, sand mortar, on sides of drains
and on other works where required. All joints
to be completely filled and struck flush:- b)
ratio 1:5 10827.00 100 Sft 8223.60
103 20 6-a Constructing Punjab Standard Drains of
cement concrete 1:2½:5 with cement
concrete bedding ratio 1:6:12, complete, laid
to lines, grades, slopes and shapes,
rendering exposed surface of concrete with
1:1 cement, sand mortar, ¼” (6mm) thick, as
per Engineer’s drawing (excluding
excavation) Drain type-I 12030.00 1 Rft 101.70
104
2 1 Job 1000
105
3 1 Job 8000
106
64.00 1 Rft 2200.00
107
70.00 1 Cft 210.00
108
1 1 Job 1000
109
1 1 Job 35000
110
1 1 Job 1500
111
1 1 Job 9000
112
14 1 Rft 500
113
1 1 Each 3000
Providing and fixing 1/2" thick M.S Cap for 12" i/d housing pipe
jointing with M.S. heavy pipe by means of welding & hinges
with lock and locking arrangements complete in all respect to
the entire satisfaction of the Enigneer in charge..
Providing and fixing suspension clamp for 12" I/d housing pipe
clamp will be made of 4" wire 1/2" thick 4' long M.S flate iron
with 4 Nos. Nuts and bolts completewith PCC 1:2:4 blcok of
4x4x2 size complete in all respect to the entire satisfaction of
the Enigneer in charge.
Providing and installing, fiber glas FRP strainer in tubewell
bore hole, including socket, special sockets, special socket
studs, integrat sockets, nylon locking straps joints to join the
strainer with M.S blind pipe complete in all respect to the
entire satisfaction of the Engineer in charge. 10" i/d 1/4"
(6mm) thick.
Providing sanitary seal 1:2 cement sand morter in bore hole &
plug the tope water layer of water complete in all respect to the
entire satisfaction of engineer encharge.
Prividing placing puddle seal / mud between sanitary seal and
shrouding 6' long.
PUMP HOUSE 12'X12'
TUBE WELL BORING CONVERSION
NON-STANDARDIZED ITEMS
Provision made for electric well logging from the expert form
complete in all respect.
Conducting ERS (electric resistivity survey) and report on
hydrogeological aspects of tubewell, location, at least 3 No.s
probes, also i/c transportation of surveying pary, etc.
P/Fixing R.S joists 8’’x 4” best quality pak Made. 14 lbs/Rft
Provision for electric fitting/ ceiling fan 56’’ Size etc. complete
(N.S)
WATER SUPPLY PORTION
Trial Bore and Investigation = 01 No.
Provision for laboratory fee for samples analysis i/c traveling &
transportation charges.
Page 10
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
114
Pumping Machinery 0.50 Cusec 01.Set
d) S/F iron clad 3-phase main switch china/fico 0-500 volts100
Amp (1- No).
e) S/F phase indicator i/c cost of brass holder bulb 0 watt and
its wiring complete in all respect. (1- No).
b) S/F star delta starter complete ASD 40 i/c circuit breaker
etc. 1- No.
c) S/F metallic board 4’ x 3’ made of 1/16” thick M.S sheet with
1½" x 1½" x3/16” angle iron frame grouted on the wall of pump
house and duly painted in smoke colour (1 No).
Supplying of tool kit comprising of one china spanner set,
one china screw wrench, of 12” size one china insulated
pliers 8” size and one china screw driver set, one grease
gun etc. (1- set)
f) S/F Volt meter 0-500 volts 100 amp. China made. (3- No).
g)S/F ampere meter 0-100 Amp china made. (3- No).
h) S/F power wiring of 19/0.064 PVC sheeted insulated wire
From energy meter to main switch to starter in flexible PVC
pipe in suitable diameter with brass and connector (1 Job).
i) S/F Kit kat fuses 0 to 500 volts on board china made (3- No).
j) S/F power feeder from starter to motor with suitable
diameter G.I medium quality with flexible PVC pipe motor and
starter ends along with brass end connectors i/c cost of power
wire single core suitable size, electric pole to main switch. (1
Job).
k) Earthing of motor and other equipment with G.I wire No.8
SWG in G.I pipe ½’’ dia recessed or on surface of wall and
floor complete 1.50 meter below SSWL with minimum 5 meter
depth and 2 meter away from the plinth of pump house
complete in all respect. (1 Job).
l) S/F C.I flanged specials of BSS quality required deliveryends
jointing with rising main complete in all respect. (1 Job).
m) S/F base plate of 1/2" thick of suitable size properly
grouted in foundation i/c nuts and bolts complete in all respect.
(1 Job).
o) S/F of 8" i/d C.I non return valve BSS of delivery ends. (1
No).
p) S/F of sluice valve 6" i/d as per BSS of delivery end
complete in all respect. (1 No).
q) P/F in position pressure gauge o to 150 lbs (1 No).
Supply, installation and testing of vertical turbine pumping unit
made (Approved Manufacturers of HUD & PHE Deptt:)
capable to give a discharge of 0.50 cusec of Clear water
against a total dynamic head of 200 feet with 120 feet column
pipe directly coupled with vertical 3 phase 20 BHP electric
motor (Siemens, Nueman) 380/440 volt with following
technical data and accessories complete in all respect.
Technical Data.
a) Type Vertical turbine pump
b) Discharge 0.50 Cusec
c) Head 200 feet
d) Motor 20 BHP
e) Column Pipe 120 feet
Accessories
n) PCC 1:2:4 foundation of pump & motor asper
manufacturer's specification with stainless steel nuts and bolts
complete in all respect. (1 Job).
Page 11
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
1 1 Set 1850000
115
1 1 Set 8500
116
1 1 Each 55000
117
6923.4 1 Cft 70.00
118 2 1 No 500.00
1 1 No 360.00
5 1 No 350.00
119
1 1 P.Job 40000.00 40000
120
1 1 P.Job 50000
1211 1 P.Set. 40000
122
1 1 P.Set. 25000
1231 1 P.Job 5000
4"x3"
6"x3"
Hypochlorinator
Note. (i) The rate of pumping machinery is only for estimation
purposes and is based on KSB pump manufacturere rates.
However Engineer in charge will percure the pumping set from
the approved pumps manufaturer after competative bidding.
(ii) Contractor has to mention the Name of Manufacturer and
the payment will be made accordingly.
P/F Chain pully block 3- ton capacity with 5 meter chain i/c
wire roop & U- nut complete in all respects.(1 Nos)
RISING MAIN/DISTRIBUTION SYSTEM
PCC cutting with machinery cutter with POL charges labour
charges pay of operator complete in all respect to the entire
satisfaction of engineer-in-charge.
OVER HEAD RESERVOIR 100,000, GALLONS (01 Nos)
Structural Design for OHR including soil investigation Study for
determining the safe bearing capasity and foundation depth.
The design should safe be against wind pressure and seismic
forces specified / expected for the area in in which OHR is to
be constructed. a) soil investigation including travelling,
sampling, testing report.
b) Structual drawing and design detailing. (Note) These
calculations are for typical design, actual will be adopted for
execution and payment depending upon the bearing capacity
ascertained and design approved by competent authority.
Providing and fixing PVC reducer/bushers. 6"x4"
Providing fixing & testing of Electormagnetic Solenoid driven
Hypochlorinator / dosing pump( chemical metering pump)
USA / UK /GERMANY / ITALY, capacity 7 litres/hrs @ 8 bar
pressure IP65, Glass pyrex pump head, ball check valves, with
spring respect for Chlorination purpose. The manufacturer
should be ISO 9001-2000 certified injection fittings, valves
brackets etc. complete.
w) Supplying of test report from GEPCO (WAPDA) by the
approved contractor a to w, complete in all respect.
r) Internal electrification of pump house with 16 mm dia PVC
pipe with 250/440 volts PVC insulated 3-10.029” wire, 3 No.
round block swal wood one swan wood board of 12” x 14” size
one 9” long swan neck plain brass / steel oxidized (lamp
holder on wall type/ poletype) with brass holder water tight
reflector with brass holder, 2 No. tube light 40 watts on two
pins socket 10/15 ampere and one set earthing as standard
specification etc. complete in all respect. (1 Job).
s) S/F delivery pipe 6” i/d (C.I pipe for pump i/c connection
with rising main as per required complete in all respect 1- Job
t) S/F 2 ½ “ i/d air valve ( double acting) 1- Job
u) S/F Bulk water meter kent / equelent make 1- Job
v) Motor cable and control shall be improved as recommended
by the manufacturer (1 Job).
Panting of steel worn with water resisting paint on single coat
of red lead primer
Providing fixing on top of tank slab two No. red air warning
lights with necessary wiring in 3.029 electric cable encased in
3/4" i/d PVC conduit pipe fixed on tank pillars walls under
floorfrom air warning lights to ground level necessar control
switches and connection there of with exsting electric point
complete I/c testing and connections.
Providing and fixing float system and water level indicator
guage.
Page 12
Qty
Ch.No.Item
No. Estimated
Rates
Rate to be
quoted by the
Contractor
Sr.N
o.Description of Items
Unit
124
37.5 1 P.Kg 1000
125
1 1 Each 2000
1264.00 1 Each 1000.00
127
1.00 1 Each 18000.00
128
153352.18 1000 No.s 4000.00
7572.95 100 Cft 2000.00
CONDITIONS.
1
2
3
4
5
6
7
8
9
10
Contractor Executive Engineer
Public Health Engineering Divison
Gujrat
Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017)
DISTRICT GUJRAT) and decision of the competent authority will be final and binding upon the contractor.
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive
responsibility of the contractor.All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement
and binding upon the contractor.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th April
2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the lowest
bidder will have to deposit additional performance security from the schedule bank equal to tender amount below
estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is earlier.
Perfomance gurantee as per PPRA Rules 2014.
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be
considered as rescinded automatically.
Any item of work not included in this bid but during execution actually required to be executed at site will be paid
after approval by the competent authority.
Providing fixing C.I surface box 6"x6” size ½” thick wall with
lock arrangment.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R
Code, the department will not accept any other reason what so ever related for completion of work.
CONSTT: OF Washout Arrangement with Chamber
(1 Nos) For OHR
Conditional tenders/rates will not be entertained.
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Sluice Valve Chamber 3.00' x 3.00'
D/d due to Old Materials
Lightening conductor 1" x 1/8" copper strip to earthing point
30ft from tank including earthing. Including manhole
excavation & refilling & cost of chamber
Brick Bats
Old Servicable Bricks
DRAINAGE PORTION
Providing assembling and fixing sign board size 4’ x 4’ made
of 3” i/d G.I pipe medium quality for two legs and frame 30-Rft
i/c cutting welding of M.S sheet 16 SWG according to standard
design / drawing as well as requirement of Engineer-in-Charge
including cost of painting, lettering on both side upto 300
letters in Urdu or English with enamel paint 3 coats i/c painting
of monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’ for
foundation (1' above from graund level) and carriage charges
from work shop to site of work complete in all respect to the
entire satisfaction of the Engineer-in-charge.
PCC / Soling Street Pavement
Providing and fixing MS Manhole cover made of angle iron
size 2in x 2in x 1/4in thich with MS Sheet cover 1/8 in thick
nderneath cross strips including cost of hinges, key and
locking arrangement with painting padlock complete 3ft x 3ft
Size.
Page 13
110.210 Million Earnest Money: 2.204 Million Time Limits :( 2.Year)
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
SUB WORK NO.II WATER SUPPLY
Direct rotary / reverse rotary drilling of bore for
Tubewells, in all types of soil except shingle, gravel and
rock. a) From ground level to 250 ft (75m) below level.
15" i/d to 18" i/d = 500 P.Rft 398.35 199175 99588
b) Exceeding 250 ft (75m) depth below ground level. 15"
i/d to 18" i/d 500 P.Rft 398.35 199175 99588
2 23 7
Providing stong sustatainilly built box of deodar wood
4x21/2x9" with compartment look and lacking
arrangement for preserving camplce of sarts from bore
hole 2 Each 11247.85 22496 11248
3 23 8Furnishing samples of water from bore hole (per set of
two bottles). 4 Each 169.20 677 339
4 23 10-hProviding and installing M.S. Bail plug in tubewell bore
hole. 10" i/d, 2 ft. (250 mm i/d 600 mm) long. 2 Each 3066.75 6134 3067
5 23 9-i
Providing and installing, brass strainer in tubewell bore
hole, including sockets, special sockets, studs, etc
complete:- 10" i/d, 3/16" (250 mm i/d 5 mm) thick 128 P.Rft 2676.70 342618 171309
P/I M.S. blind pipe socket/welded joints M.S.reducer
(where necessary) in tube well bore hole including
jointing welding with strainer etc: complete.
10" i/d, ¼" (250 mm i/d 6 mm) thick 632 P.Rft 1879.95 1188128 594064
12" i/d, ¼" (250 mm i/d 6 mm) thick 240 P.Rft 2214.10 531384 265692
7 23 18Shrouding with graded pea gravel 3/8” to 1/8” dia around tubewell in bore hole around 12” i/d 998.54 P.Cft 76.50 76388 38194
Discription of ItemsESTIMATED COST
1 23 5-a-b
Ch
ap
ter
No
Ite
m N
o.
6 23 14-i-j
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 31-12-2014 FOR SEWERAGE AND WATER SUPPLY TANK FOR BHIKI SHARIF TEHSIL & DISTRICT MANDI
BAHAUDDIN.
(Test boring & its Conversion, if successful Const: of pump house, O.H.R 30000 Glns capacity P/L of 3" i/d to 10" i/d PVC/G.I pipe and Construction of Sullage Carrier / Drainage System Brick Pavement P.C.C
with allied work)
MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015
Tube Well Boring & its Conversion = 2No.
Approximate Cost:
Executive Engineer Superintending Engineer......
Page 14
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
8 23 16-c
Providing and installing P.V.C. blind pipe, B.S.S. Class
`D', in tubewell bore hole, including sockets and solvents
and jointing with strainer, etc. complete. 2" i/d (50 mm) 284 Rft 88.25 25063 12532
9 23 17(i)Testing and developing of tubewell of size 6" (150 mm)
i/d and above continuously. upto 1.5 cs. Discharge 144 P.Hours 1096.55 157903 78952
10 3 21-b
Excavation in foundation of building bridge & other
structures i/c dagbelling, dressing refilling around with
excavated earth watering and ramming lead upto one
chain. 100 ft and lift upto 5ft in ordinary soil. 880 %oCft 3833.30 3373 1687
11 6 3-dCement concrete brick or stone ballast 1.5” to 2” gauge in foundation and plinth ratio 1:6:12 293.26 P%Cft 8420.55 24694 12347
12 7 4-bPacca brick work in (1:5) cement mortor in foundation
and plinth And foundation. 688.50 P%Cft 16142.65 111142 55571
13 6 33-a-i
P/L damp proof course of cement concrete 1;2:4 i/c
bitumen coating 1-1/2 “ thick with one coat of bitumen + 1 coat of polythene sheet 114.76 P%Sft 4036.55 4632 2316
14 7 5-iPacca brick work in ground floor cement, sand mortar
1:5 cement snad mortor in ground floor. 912.38 P%Cft 16924.05 154412 77206
15 7 30 Supplying and filling sand under floor or plugging in well. 270.28 P%Cft 1231.80 3329 1665
16 11 8-bCement plaster 1:3 up to 20 ft height
b) ½ “ thick 1260 P%Sft 1379.70 17384 8692
17 10 15-cP/L topping of cement concrete 1:2:4 i/c surface finishing
and dividing in panels 1-1/2 “thick. 288 P%Sft 2973.65 8564 4282
SUB WORK NO.III PUMP HOUSE 12'X12' = 2No.
Executive Engineer Superintending Engineer......
Page 15
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
18 6 6-a-i
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in position,
or prestressed members cast in situ, complete in all
respects:- (3) (c) Type C (nominal mix 1: 2: 4). 198.562 P.Cft 291.40 57861 28931
19 6 9-b
Fabrication of mild steel reinforcement for cement
concrete including cutting bending laying in position
making joints and fastening including cost of binding
wire and labor charges for binding of steel reinforcement
(also include removal of rust from bars) 608.12 P%KG 11402.05 69338 34669
20 25 31
Making and fixing steel grouted door with 1/16” thick sheeting i/c angle iron frame 2”x2”x3/8” and ¾” square bars 4” C/C with locking arrangement. 56 P.Sft 848.95 47541 23771
21 25 41-b-iii
P/f steel window with open able glazed panels using
3mm glass beam section for frame 1 ½ “ x1”x5/8”x1/8” Z-section for leaves3/4” x1”x3/4” x1/8” T-Section sashes. 1”x1”x1/8” with glass panes, wooden screed for glazing embedded over a thin layer of putty duly screwed with
leaves brass fittings, holdfast, dulky painted, complete in
all respects, as per approved design and as directed by
the Engineer In charge.64 P.Sft 380.45 24349 12175
22 12 54
P/F M.S flat ½”x1/8” grill i/c ¾” x1/8” MS flat frame in windows of approved design i/c painting three coats
complete in all respect. 64 P.Sft 179.70 11501 5751
23 11 18-aCement pointing 1:2 struck joints on walls upto 20 ft
height 1506 P%Sft 1382.85 20826 10413
Executive Engineer Superintending Engineer......
Page 16
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
24 9 5
Single layer of tiles 9”x4 ½ “x1-1/2 laidOver 4” earth and 1” mud plaster without Bhoosa grouted with cement sand 1;3 on top of R.C roof slab
providing with 34 lbs bitumen coating sand blinded. 288 P%Sft 6097.90 17562 8781
25 11 25-a-iii white washing 3-coats on wall 1440 P%Sft 175.45 2526 1263
26 9 14
Khassi parnala in cement sand mortor 1 :2 outside 12 “ width finished smooth with a floating coat of neat
cement. 14 Rft 28 P.Rft 70.35 1970 985
27 9 16Bottom khurahs of brick masonry in cement sand mortar
1 :6 4ft x2ft x4 ½ over 3” cement concrete 1:4:84 Each 698.75 2795 1398
28 10 3
Providing, laying, watering and ramming brick ballast
1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand,
for floor foundation, complete in all respects. 89.23 P%Cft 3047.95 2720 1360
29 10 9Brick on edge flooring laid in 1;6 cement sand mortar
over a bed of ¾” C.S mortar 1;6 405 P%Sft 6857.20 27772 13886
SUB WORK No.VI RISING MAIN / DISTRIBUTION SYSTEM
30 4 45 Dismantling and removing of road matteling. 7585 P%Cft 728.65 55268
31 4 29Dismantling brick or flagged flooring without concrete
foundation. 2300 P%Sft 309.65 7122
32 3 44
Excavation of trenches in all kinds of soil, except cutting
rock, for watersupply pipelines upto 5 ft. (1.5 m) depth
from ground level, including trimming, dressing sides,
leveling the beds of trenches to correct grade and cutting
pits for joints, etc. complete in all respects. 238265 P%oCft 2735.05 651667
Providing / laying cutting jointing testing and defiling
P.V.C pipe line of BSS class B working pressure pipe in
trenches complete in
3 ” i/d 35645 P.Rft 112.15 3997587
4 ” i/d 2525 P.Rft 168.90 426473
6 ” i/d 5115 P.Rft 326.10 1668002
8 ” i/d 2100 P.Rft 502.50 1055250
10 ” i/d 650 P.Rft 779.95 506968
33 23 26
Executive Engineer Superintending Engineer......
Page 17
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
34 23 28-b-ii
Providing and fixing cast iron special of B.S.S. Class `B'
(such as bend, tee cross collar, reducer, tail piece
flanged spigot, cap, flanged socket, taper, angle
branch,plug etc.) for cast iron pipe line , complete:- 2475.0 P.Kg 97.95 242426
Providing and installing P.V.C. bends, of B.S.S. Class
`B' working pressure:-
3”i/d = 60 Each 199.40 11964
4”i/d = 10 Each 352.25 3523
6”i/d = 10 Each 876.30 8763
Providing and installing P.V.C. tees, of B.S.S. Class `B'
working pressure:-
3”i/d = 94 Each 569.70 53552
4”i/d = 22 Each 1058.25 23282
6”i/d = 15 Each 2091.50 31373
Providing and fixing PVC tapered core BSS class “B” working pressure.
3”i/d = 28 Each 115.40 3231
4”i/d = 10 Each 141.05 1411
6”i/d = 6 Each 193.50 1161
8" i/d 92 Each 295.10 27149
10" i/d 17 Each 358.70 6098
38 23 13Providing and installing of PVC bail / end plug in
tubewell bore hole 3" i/d 90 Each 59.05 5315
Providing and fitting C.I. flanges on pipes, including
turning, threading, facing and fitting, etc. complete in all
respects:- 3" to 6" i/d
3" to 6" 132 P.Kg 99.60 13147
8" to 12" 785 P.Kg 90.50 71043
Providing and fixing sluice valve of BSS quality and
quality and weight for A.C and PVC pipe line with comet
joint and rubber complete i/c cost of joining material
3”i/d = 10 Each 6247.50 62475
4”i/d = 8 Each 7363.20 58906
35 23 37-i-a,b,c
36 23 38-i-a,b,c
37 2340-i-
a,b,d,e,f
39 23 34- a-b
40 2331-
a,b,d,e,f
Executive Engineer Superintending Engineer......
Page 18
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
6”i/d = 2 Each 12161.10 24322
8" i/d 8 Each 21538.95 172312
10" i/d 1 Each 27605.35 27605
41 23 33-bProviding fixing air valve 2 ½' dia of B.S.S quality and
weight complete with jointing material (Double) 4 Each 7420.85 29683
42 3 13-aRehandling of earth work lead up to single throw Kassi
Pora or showel taken 80% complete. 190612 P%oCft 910.80 173609
43 21 12-c
Restoration of metalled road, on laid service line,
including compaction:- Black Topped Road with two
coats of surfacing & 10"depth of stone metal, for sub
base & base. 7585 P%Sft 4390.25 333000
44 21 10Restoration of brick pavement on edge, over laid service
line, with 2" (50 mm) sand cushion under soling.2300 P%Sft 2596.40 59717
45 3 21-b
Excavation in foundation of building bridges and other
structures including dagbelling dressing refilling around
structured earth watering and ramming lead upto one
chain (30m) and lift upto 5 ft (1.5m) b) in ordinary soil 3300 P%oCft 3833.30 12650 383.33
46 6 3-dCement concrete brick or stone ballast 1 ½ " to 2" (40
mm to 50 mm) gauge in foundation and plinth. (1:6:12) 272.25 P%Cft 8420.55 22925 694.70
47 7 5-iPacca brick work in foundation and plinth in cement
sand mortor ratio (1:5). 1480.71 P%Cft 16924.05 250596 7593.82
48 6 5-f
Cement concrete plain including placing compacting
finishing and curing complete (including screening and
washing of stone aggregate).Ratio (1:2:4) 74.25 P%Cft 19236.35 14283 432.82
49 11 9-b Cement plaster 1:4 upt 20' height ½" thick Inside. 1485 P%Cft 1290.85 19169 580.88
50 6 6-a-ii Providing laying R.C.C (1:2:4) for roof slab. 332.34 P.Cft 220.95 73431 2225.18
51 6 9-bFabrication of mild steel reinforcement cement concrete
i/c cutting, bending in position (deformed bars).1017.72 P%Cft 11402.05 116041 3516.39
52 23 28-bProviding fixing C.I surface box 4”x4”x6” size ½” thick wall. 185.13 P.Kg 97.95 18133 549.48
CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (33 Nos)
Executive Engineer Superintending Engineer......
Page 19
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
53 3 44
Excavation in trenches for water supply pipe line in all
kinds of soil except 5 ft. depth from ground level
including trimming dressing the sides the bed oftrenches
etc. comple in all respect. 6200 %o Cft 2735.05 16957 42.39
54 3 13.a
Back filling of trenches by rehandling of earth lead upto
a single throw of kassi phaorah compaction, ramming of
earth etc. complete in all respect. Assume 95% of the
excavation volum considered at item No.1 above. 6200 %o Cft 910.8 5647 14.12
55 3 44
Excavation in trenches for water supply pipe line in all
kinds of soil except 5 ft. depth from ground level
including trimming dressing the sides the bed oftrenches
etc. comple in all respect. 3875 %o Cft 2735.05 10598 42.39
56 3 13.a
Back filling of trenches by rehandling of earth lead upto
a single throw of kassi phaorah compaction, ramming of
earth etc. complete in all respect. Assume 95% of the
excavation volum considered at item No.1 above. 3875 %o Cft 910.8 3529 14.12
57 3 44
Excavation in trenches for water supply pipe line in all
kinds of soil except 5 ft. depth from ground level
including trimming dressing the sides the bed oftrenches
etc. comple in all respect. 2325 %o Cft 2735.05 6359 42.39
58 3 13.a
Back filling of trenches by rehandling of earth lead upto
a single throw of kassi phaorah compaction, ramming of
earth etc. complete in all respect. Assume 95% of the
excavation volum considered at item No.1 above. 2325 %o Cft 910.8 2118 14.12
59 3 21-b
Excavation in foundatio of building bridges and other
structure, including dag blling, dressing, refilling around
structure with excavated earth, watering and ramming
lead up to Horizental wall. 1584 %o Cft 3833.30 6072
60 6 3-dCement concrete brick or stone ballast ½" to 2" gauge
ratio (1:6:12) 396 %Cft 8420.55 33345
61 7 4Pacca brick work in cement sand mortar (1:5) in
foundation and plinth. 1061.04 % Cft 16142.65 171280
SUB WORK No.VIII CONSTRUCTION OF STAFF QUARTER.(1 Nos)
HOUSE CONNECTION ON 3" DIA PVC PPE. (400 No.)
HOUSE CONNECTION ON 4" DIA PVC PPE. (250 No.)
HOUSE CONNECTION ON 6" DIA PVC PPE. (150 No.)
Executive Engineer Superintending Engineer......
Page 20
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
62 6 33(b)iProviding laying damp proof course of cement concrete
1:2:4 i/c bitument coating 1-1/2" thick with 2 coats of
bitumen 307.97 % Cft 4490.75 13830
Filling watering ramming earth under floor with surplus
earth from foundation 40% and with new earth
excavated from out side lead upto 1 chain. 622.47 %o Cft 3519.25 2191
with surplus earth. 1056 %o Cft 1829.50 1932
64 7 5-iPacca Brick work in ground floor cement sand mortar
ratio with 1:5 cement mortar. 1713.38 % Cft 16924.05 289973
65 7 7-iPacca brick work other then building upto 10'ft height
with cement sand mortar ratio 1:3 extra for pacca brick
work in steining of wells or any other circular masonry. 598.50 % Cft 16529.30 98928
66 6 6-a-i
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in
roof slab, beams, columns lintels, girders and other
structural members laid in situ or precast laid in position,
or prestressed members cast in situ, complete in all
respects:- (3) (c) Type C (nominal mix 1: 2: 4). 451.38 P.Cft 291.40 131532
67 6 9 (b)
Fabrication of mild steel reinforcement for cement
concrete including cutting bending laying in position
making joints and fastening including cost of binding
wire and labor charges for binding of steel reinforcement
(also include removal of rust from bars) 1382.40 P%Kg 11402.05 157622
68 25 44
Providing and fixing steel windows consisting of M.S box
section frame 2” x 1 ½”. (50 x 40mm) leaves frame 1 ½” x 1” (40 x 25mm) 60 P.Sft 478.95 28737
63 3 15-ii
Executive Engineer Superintending Engineer......
Page 21
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
69 13 48-i
Providing and fixing1-1/2" (40mm) thick deodar wood
panelled or panelled and glazed, doors and windows
with mild stell chowkat (frame) etc complete in all
respect (excluding sliding bolt or lock) with MS angle
iron 1-1/2" x1-1/2"x1/4" welded. 126.75 P.Sft 642.10 81386
70 13 5-c(i+ii)
Painting of new surface including preparing surface and
painting of doors and window any type including edges
two coats. 253.50 P%Sft 903.75 2291
71 11 9-b Cement plaster 1/2" thick ratio 1:4 up to 20ft height. 3361.00 P%Sft 1290.85 43385
72 11 18+31
Cement pointing struck joints ratio 1:2 up to 20'ft height
i/c extra cost of labour and material for red oxide
pigment in cement pointing to match with the colour of
bricks. 1814.00 P%Sft 1595.85 28949
73 11 25a-iii White washing a new surface three coats. 2973.00 P%Sft 175.45 5216
74 9 10-aEarth filling over roof with new earth brought out side i/c
watering ramming etc. 737 %Sft 742.05 5469
75 9 5
Single layer of tiles 9”x4½”x1½” (225x113x40 mm) laid over 4”(100 mm) earth and 1” (25 mm) mud plaster without Bhoosa, grouted wit 737 %Sft 6097.90 44942
76 9 14
Khassi parnalas in cement, sand mortar 1:2, 12”(300 mm) outside width finished smooth with a floating coat of
neat cement. 24 P.Rft 70.35 1688
77 9 15 Khuras on roof 2’x2’x6” (600 x 600 x 150 mm) 2 Each 376.35 753
78 9 16Bottom khurra of masonary in (1:2:6) cement mortar
4'x2' 4 1/2" over 3" concrete (1:4:8) 2 Each 698.75 1398
79 6 3-dCement concrete brick or stone ballast 1-1/2" to 2" in
foundation and plinth (1:6:12). 419.75 % Cft 8420.55 35345
80 10 15-i
Providing and laying topping of cement concrete 1:2:4,
including surface finishing and dividing in panels 3” thick. 1680 %Sft 5166.7 86801
81 10 42-aProviding and fixing marble strip of any shade for
dividing the mosaic flooring into panels) Size 1½” x 3/8” (40 x 10 mm) 500 P.Rft 6.60 3300
82 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 5 Each 49.55 248
Executive Engineer Superintending Engineer......
Page 22
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
83 24 36-iiSupply and erection of 3 pin switch and plug combined,
recessed type. 10/15 Amp 4 Each 88.25 353
84 24 48
Supply and erection of roof suspension hook of M.S
plate 75x40x12.7mm (3”x1½”x½”) with 16 mm (5/8”) hook complete with bolts, nuts 5 Each 481.10 2406
85 24 31 Supply and erection of switches 5 Amp piano type. 35 Each 28.70 1005
86 24 26
Supply and erection of wall type/pole type bracket, with
double cover water tight reflector, flexible wire and brass
bolder. 4 Each 407.55 1630
Supply and erection of PVC pipe for wiring recessed in
walls, including inspection boxes, pull boxes, hooks,
cutting jharries,
12mm 300 P.Rft 26.25 7875
20mm 300 P.Rft 29.85 8955
Supply and erection of single core PVC insulated copper
conductor cables, in prelaid PVC pipe/M.S. conduit/G.I
pipe/wooden strip batten/wooden casing an capping/G.I.
wire/trenches (rate for cables only):- 250/440 volts, PVC
insulated:
(3/0.029”) 1500 P.Rft 9.45 14175
7/0.29 600 P.Rft 13.60 8160
7/036 200 P.Rft 20.15 4030
89 24 13-a (vi)
Supply and erection of copper conductor cables for
service connection in prelaid pipe/G.I wire/Trenches etc
(rate forceable only) PVC insulated, PVC sheathed twin
core. 250/440 volts. 7/064 80 P.Rft 129.10 10328
90 24 43-ii
Supply and erection of tube light, including rod, choke,
starter with frame, flexible wire, including connection
from ceiling rose, etc., complete. With one choke and
one starter. 3 Each 589.30 1768
91 24 29Supply and erection of bell push or bed switch, with 5
meter twin flexible wire 23/0.0076”.. 2 Each 203.95 408
87 24 3
88 24 10-a-i-iii-iv
Executive Engineer Superintending Engineer......
Page 23
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
92 24 54
Supply and erection of house service pipe Henley (G.I.
pipe water quality) or pole type, 50 mm (2”) dia, erected to install insulated overhead line, include shackle
insulator for holding insulated wire and straining devices
for bearer wire and other accessories etc10 P.Rft 243.00 2430
Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4”) deep, with 4.75 mm thick (3/16”) bakelite sheet top, for to recessed wiring, including making holes for
regulators, siwtches,plugs etc 20x25cm
8"x10" 5 Each 302.40 1512
7"x4" 2 Each 160.35 321
4"x4" 6 Each 120.05 720
94 24 68
Earthing of iron clad/aluminum switches, etc. with G.I.
wire 8 SWG in G.I. pipe 15 mm (½”) dia, recessed or on surface of wall and floor, complete with 1.5 meter long
G.I. pipe, 50 mm (2”) dia with reducing socket 4 to 5 meter below ground level, and 2 meter away from
building plinth. 1 P.Job 3578.20 3578
95 19 3-iProviding and fitting glazed earthen ware water closet,
squatter type (Orisa pattern), combined with foot rest.
Whit 2 Each 1105.10 2210
96 19 34-ii Providing and fitting “P” trap:- 10 cm (4”) glazed. 4 Each 114.80 459
97 19 33-ii
Providing and fixing, floor trap of cast iron, including
concrete chamber all round, and C.I. grating:- 10x7.5 cm
(4”x3”) 2 Each 367.70 735
Providing and fitting, cast iron soil pipe with:- lead
caulked, yarn joint:- (4”) i/d20 P.Rft 215.90 4318
2" i/d 30 P.Rft 91.25 2738
99 19 35Providing and fitting, 4" gully trap i/c cement concrete of
PVC grating 6"x6" and masonary chamber (12"x12") 2 Each 630.95 1262
93 24 14-iii-ii-i
98 19 36-i-a,b
Executive Engineer Superintending Engineer......
Page 24
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
100 19 6-i
Providing and fitting glazed earthen ware wash hand
basin 56x40 cm (22"x16") including bracket set, waste
pipe and waste coupling, etc. white, with pedestal. 2 Each 2336.70 4673
101 19 19Providing and fixing looking glass 55x40 cm (22"x16")
size, and 5 mm thick, first quality. 3 Each 356.30 1069
102 19 12-i
Providing and fitting plastic made low down flushing
cistern 1363 liter (3 gallons) capacity, including bracket
set, copper connection, 2 Each 1051.00 2102
103 19 27Providing and fixing chromium plated tee stop cock
15mm (½"). 4 Each 439.60 1758
104 19 26-iiProviding and fixing chromium plated bib cock:- 1.5 cm
(½") 4 Each 313.60 1254
105 19 29Providing and fixing, chromium plated mixing valve, for
wash hand basin, sink or shower. 3 Each 1524.50 4574
Providing, laying, cutting, jointing, testing and
disinfecting G.I. pipeline in trenches, with socket joints,
using G.I. pipes of B.S.S 1387-1967 complete in all
respects, with specials and valves. Medium Quality. 1"
i/d 50 P.Rft 123.60 6180
3/4" i/d 80 P.Rft 84.60 6768
1/2" i/d 160 P.Rft 67.70 10832
107 21 1-iiProviding laying cutting, jointing, testing, disinfecting
RCC sewer pipe line in trenches complete in all respect.
6" i/d 150 P.Rft 114.90 17235
Sub Work No.I SULLAGE CARRIER 1.5'x1.0'= 5520 Rft
108 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 46920 P%oCft 2919.85 136999
109 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 7741.80 P%Cft 8420.55 651902
110 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 21735 P%Cft 16142.65 3508605
111 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 1382.76 P%Cft 19236.35 265993
22-ii-c,b,a106 23
SUB HEAD NO.II DRAINAGE PORTION
Executive Engineer Superintending Engineer......
Page 25
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
112 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 10205 P.Cft 220.95 2254795
113 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 31253.97 P%Kg 11402.05 3563593
114 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 17553.60 P%Sft 1275.80 223949
115 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 110 Each 4233.30 465663
Sub Work No.II SULLAGE CARRIER 2.0'x1.0' =1600 Rft
116 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 19000 P%oCft 2919.85 55477
117 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 3800.00 P%Cft 8420.55 319981
118 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 6012 P%Cft 16142.65 970496
119 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 800 P%Cft 19236.35 153891
Executive Engineer Superintending Engineer......
Page 26
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
120 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 3358 P.Cft 220.95 741950
121 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 10284.26 P%Kg 11402.05 1172616
122 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 4544 P%Sft 1275.80 57972
123 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 32 Each 4233.30 135466
124 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 29260 P%oCft 2919.85 85435
125 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 4750.00 P%Cft 8420.55 399976
126 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 10125 P%Cft 16142.65 1634443
127 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 1000 P%Cft 19236.35 192364
Sub Work No.III SULLAGE CARRIER 2.0'x1.5' =2000 Rft
Executive Engineer Superintending Engineer......
Page 27
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
128 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 4197 P.Cft 220.95 927327
129 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 12853.79 P%Kg 11402.05 1465596
130 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 8000 P%Sft 1275.80 102064
131 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 40 Each 4233.30 169332
Sub Work No.IV SULLAGE CARRIER 2.5'x1.5' =1300 Rft
132 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 22181 P%oCft 2919.85 64765
133 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 3412.50 P%Cft 8420.55 287351
134 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 6581 P%Cft 16142.65 1062348
135 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 812.5 P%Cft 19236.35 156295
Executive Engineer Superintending Engineer......
Page 28
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
136 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 3053.50 P.Cft 220.95 674671
137 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 9351.69 P%Kg 11402.05 1066284
138 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 5200 P%Sft 1275.80 66342
139 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 26 Each 4233.30 110066
Sub Work No.V SULLAGE CARRIER 3.00'x2.0' =1780 Rft
140 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 59451 P%oCft 2919.85 173588
141 3 27 Extra for slush or Daldal including dewatering. 7613 P%oCft 2914.55 22188
142 7 30Supplying and filling sand under floor; or plugging in
wells 2538 P%Cft 1231.8 31263
143 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 6452.50 P%Cft 8420.55 543336
144 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 20693 P%Cft 16142.65 3340399
145 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 1335 P%Cft 19236.35 256805
Executive Engineer Superintending Engineer......
Page 29
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
146 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 4625.50 P.Cft 220.95 1022004
147 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 14166.12 P%Kg 11402.05 1615228
148 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 13350 P%Sft 1275.80 170319
149 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 36 Each 4233.30 152399
Sub Work No.VI SULLAGE CARRIER 3.00'x2.50' =350 Rft
150 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 11200 P%oCft 2919.85 32702
151 3 27 Extra for slush or Daldal including dewatering. 7613 P%oCft 2914.55 22188
152 7 30Supplying and filling sand under floor; or plugging in
wells 2538 P%Cft 1231.8 31263
153 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 1268.75 P%Cft 8420.55 106836
154 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 4069 P%Cft 16142.65 656844
155 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 262.50 P%Cft 19236.35 50495
Executive Engineer Superintending Engineer......
Page 30
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
156 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 909.54 P.Cft 220.95 200963
157 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 2785.57 P%Kg 11402.05 317612
158 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 2625 P%Sft 1275.80 33490
159 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 7 Each 4233.30 29633
160 3 13-aRehandling of earth work lead up to single throw Kassi
Pora or showel taken 80% complete. 840 P%oCft 910.80 765
Sub Work No.VII SULLAGE CARRIER 4.00'x2.50' =500 Rft
161 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 18000 P%oCft 2919.85 52557
162 3 27 Extra for slush or Daldal including dewatering. 12375 P%oCft 2914.55 36068
163 7 30Supplying and filling sand under floor; or plugging in
wells 4125 P%Cft 1231.80 50812
164 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 2062.50 P%Cft 8420.55 173674
165 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 5812.50 P%Cft 16142.65 938292
Executive Engineer Superintending Engineer......
Page 31
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
166 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 600 P%Cft 19236.35 115418
167 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 1549.35 P.Cft 220.95 342329
168 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 4745.06 P%Kg 11402.05 541034
169 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 3700 P%Sft 1275.80 47205
170 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 10 Each 4233.30 42333
171 3 13-aRehandling of earth work lead up to single throw Kassi
Pora or showel taken 80% complete. 1200 P%oCft 910.8 1093
Sub Work No.VIII SULLAGE CARRIER 5.00'x3.00' =1300 Rft
172 3 10-IEarth work excavation in open cutting for drains upto 5'
depth i/c extra for slush and duldal i/c dewatering. 52000 P%oCft 2919.85 151832
173 3 27 Extra for slush or Daldal including dewatering. 36075 P%oCft 2914.55 105142
174 7 30Supplying and filling sand under floor; or plugging in
wells 12025 P%Cft 1231.80 148124
175 6 3-dCement concrete brick or stone ballast 1-1/2" to 2"
gauge in foundation and plinth ratio 1:6:12 6012.50 P%Cft 8420.55 506286
Executive Engineer Superintending Engineer......
Page 32
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
176 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 17550.0 P%Cft 16142.65 2833035
177 6 5-fCement concrete plain i/c placing, compacting, finishing
and curing of stone aggregate 1:2:4 2762.5 P%Cft 19236.35 531404
178 6 6-a-ii-3
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting,curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in
slab of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in 5(a) (i) above not requiring form
work (i.e. horizental huttering) complete in all respects:-
(3) Type C (nominal mix 1: 2: 4) 4678.3 P.Cft 220.95 1033670
179 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 14327.82 P%Kg 11402.05 1633665
180 11 18-bCement Pointing struck jointing on walls upto 20' height
ratio 1:3. 10608 P%Sft 1275.80 135337
181 21 15-A
Providing and fixing 6" thick R.C.C. manhole cover with
tee shaped C.I. frame of 22" I/d (frame set weighting
37.324 Kg. or one mound as per Standard Drawing
STD/PD No.6, of 1977, complete in all respect. 26 Each 4233.30 110066
182 3 13-aRehandling of earth work lead up to single throw Kassi
Pora or showel taken 80% complete. 3120 P%oCft 910.8 2842
183 3 10-i
Earthwork excavation in irrigation channels, drains, etc.
to designed section, grades and profiles, excavated
material disposed off and dressed within 50 ft. (15 m)
lead in ordinary soil 6345.24 P%oCft 2919.85 18527 22.16 300
184 6 5-fCement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate): (f) Ratio 1: 2: 4 1058.37 P%Cft 19236.35 203592 243.53 110
CONSTRUCTION OF GRATTING CONNECTION CHAMBER 9"X9"X12" 836 No.
Executive Engineer Superintending Engineer......
Page 33
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
185 7 4-iPacca brick work in foundation and plinth cement sand
morter ratio 1:5 3218.60 P%Cft 16142.65 519567 621.49 130
186 6 6-a-ii-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in (3) Type C (nominal mix 1: 2: 4)
1061.72 P.Cft 220.95 234587 280.61 70
187 6 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in position,
making joints and fastenings, including cost of binding
wire and labour charges for binding of steel
reinforcement (also includes removal of rust from bars):
Deformed bars 3243.68 P%Kg 11402.05 369846 442.40 90
Sub Work No.XI CONSTRUCTION OF SURFACE DRAINS =46850 Rft
188 3 10-I
Earthwork excavation in irrigation channels, drains, etc.
to designed section, grades and profiles, excavated
material disposed off and dressed within 50 ft. (15 m)
lead:- ordinary 23823.23 P%oCft 2919.85 69560
189 6 3-d
Cement concrete brick or stone ballast 1½ " to 2" (40
mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio
1: 6:12 14055 P%Cft 8420.55 1183508
190 7 4-iPacca brick work in foundation and plinth in:- Cement,
sand mortar:- Ratio 1:5 12350.63 P%Cft 16142.65 1993719
191 20 1-b-ii
Tega formed of bricks on end laid in and over cement
sand morter projecting to a height of not more then 6"
(150 mm) top of drain along the property side where
required, laid to lines,grades,slopes and shape
according to the Engineer's drawing;- 37480 P%Rft 4817.3 1805524
Executive Engineer Superintending Engineer......
Page 34
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
192 20 3-b
Pacca brick on edge, laid in reimbursement, in cement,
sand mortar, on sides of drains and on other works
where required. All joints to be completely filled and
struck flush:- b) ratio 1:5 42165 P%Sft 6914.8 2915625
193 20 6-a
Constructing Punjab Standard Drains. of cement
concrete 1:2 ½ :5, with cement concrete bedding ratio
1:6:12, complete, laid to lines, grades, slopes and
shapes, rendering exposed surface of concrete with 1:1
cement, sand mortar, ¼" (6 mm) thick, as per engineer
drawing. 46850 P.Rft 86.10 4033785
194 6 6-a-ii-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse sand and
screened graded and washed aggregate, in required
shape and design, including forms, moulds, shuttering,
lifting, compacting, curing, rendering and finishing
exposed surface, complete (but excluding the cost of
steel reinforcement, its fabrication and placing in
position, etc.):- (a)(ii) Reinforced cement concrete in slab
of rafts / strip foundation, base slab of column and
retaining walls; etc and other structural members other
than those mentioned in (3) Type C (nominal mix 1: 2: 4) 466 P.Cft 220.95 102963
195 6 9-b
Fabrication of mild steel reinforcement for CC i/c cutting
bending laying in position making joints and fasting i/c
cost of binding wire and labour charges for binding of
steel reinforcement. 1427.18 P%Kg 11402.05 162728
Sub Work No.X BRICK PAVEMENT
196 31-b
+17a+b
Earthwork excavation undressed lead upto a single
throw of Kassi, phaorah or shovel:- In ordinary soil.
Transportation of earth all types when the total distance,
including the lead covered in the item of work, is more
than 1000 ft. (300 m) a) upto ¼ mile (400 m). b) for every
330 ft. (100 m) additional lead or part thereof, beyond ¼
mile (400 m) upto one mile. (1.6 Km.) 86032 P%oCft 4191.95 360642
Executive Engineer Superintending Engineer......
Page 35
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
197 18 19
Providing and laying dry brick pavement / soling in
streets or roads etc. Sand grouted laid in proper camber,
i/c preparation, watering compaction of bed to proper
camber and sand cushion. 42846.44 P%Cft 13538.3 5800680
Sub Work No.XI P.C.C PAVEMENT
198 4 29Dismantling brick or flagged flooring with out concrete
foundation 191809 P%Cft 309.65 593937
199 6 3-dCement concrete brick or stone ballast 1½ " to 2" (40
mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio
1: 7:20 98883.50 P%Cft 7191.70 7111405
200 6 5-fCement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate). 98883.50 P%Cft 19236.35 19021576
201
Providing sanitary seal 1:1 cement sand mortar in bore
hole & plug the top water layer of water complete in all
respect to entire satisfaction of the engineer - in-charge .
130 P.Rft 250 32500 16250
202 Provision made for puddle seal 6ft long. 2 Each 1000 2000 1000
203Providing & Fixing GI Sheet funnel in the top of PVC
pipe for pouring shrouding material 4 Each 600 2400 1200
204
P/F 1/2” thick M.S. well cap 12’’ i/d on tube well by means of things and welding and locking arrangements
complete . 2 Each 1000 2000 1000
205
P/F M.S. suspension clamp 4’-0” long made of M.S flat iron fabricated with for ½” thick 4”thick with 12” dia pipe including and P.C.C. 1:2:4 block 4’x4’x2” cost of labour and material, complete in all respect to the entire
satisfaction of the engineer incharge. 2 Each 9000 18000
9000
0
206P/Fixing R.S joists 8’’x 4” best quality pak Made. 18 lbs/Rft 27 P.Rft 650 17550 8775
207Provision for electric fitting/ ceiling fan 56’’ Size etc. complete (N.S) 2 Each 3250 6500 3250
NON-STANDARDIZED ITEMSSUB WORK No.II TUBE WELL BORING CONVERSION 2.No.
SUB WORK No.III PUMP HOUSE 12'X12' 2.No.
Executive Engineer Superintending Engineer......
Page 36
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
SUB WORK No.IV Pumping Machinery 0.75 Cusic 2.Set
208 1
Supplying and installation at site and testing of HUD &
PHE Department approved manufacturer vertical turbine
pump having discharge of 0.75 cusec against total
head175 ft with 70 ft length of column pipe in addition to
bowl assembly coupled with 30 BHP or higher as
recommended by the manufacturer 380/440 volts, 50
cycle, A.C. vertical electric motor (Siemen, Nueman)
including cost of electro-mechanical component as
below.(a to o) 2 P.Set 975000 1950000 975000
a
Providind errection of (ASD) pump manufacturers made
automatic motor control unit (MCU) for 30BHP electric
motor comprising on ASD star delta starter main circuit
bracker, connectors, over load relay, over/ under voltage
protection relay, phase failure & phase reversal
protection, volt meter ampere meter, indication bulbs for
on / over load / volt protection / all faults which are likely
to be required in the pump set, current transfomer, on off
push buttons all contrained in a lockable steel cabinet
complete in all respect.
b. Providind fixing Iron clad main switch (Fico / Anchor
China) of 60 Amp. With 3 No. volt meter, ampere meters
fitted on M.S. pannel board of 4' x 3' size made of 4 mm
M.S. sheet on 1½"x1½"x3/16" angle iron frame duly
painted, fixed on wall of pump house, complete in all
respect.
c. Power wiring 19/064" or higher gauge for 40 BHP A.C.
electric motor gauge single core PVC insulated copper
wire in PVC pipes of suitable size including flexible
pipes, thimbles etc. complete from main switch to motor
starter, pannel to motor.
d. Double point power earthing, according to WAPDA
specification, of electric pannel board, main switch and
motor in 8 SWG / G.I. wire duly encased in 3/4" in side
dia PVC pipe laid from earthing point to pannels,
mainswitch and electric motor.
Executive Engineer Superintending Engineer......
Page 37
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
e. Single phase light wiring in 3/029 size PVC insulated
copper wire duly encased in PVC pipes of appropriate
size including 1 No. single phase 15 Amp. Main switch
pak made 1 No. power out let of 15 Amp. 2 Nos. water
proof bulk head lights with bulbs fixed out side the pump
house and 2 No. brackets with bulbs in side the pump
housecomplete with necessary control switches
including connection within existing single phase energy
point.
f. Providing & laying of (1:2:4) pcc pump foundation of
required size and depth with 4 No. foundation bolts
complete in all respect.
g. Supplying of tool kit comprising of one china spanner
set, one China screw wrench, of 12” size one china insulated pliers 8” size and one china screw driver set, one grease gun etc. (1- set)
h. Providing and fixing, sluice valve of B.S.S. quality and
weight, for PVC pipe line, with comet joint and rubber
ring, complete (including cost of jointing materials):- 8"
i/d 1 No.
i. Providing and fixing, Non return valve of B.S.S. quality
and weight, for PVC pipe line, with comet joint and
rubber ring, complete (including cost of jointing
materials):- 8" i/d 1 No.
j. Providing & fixing base plate of 1/2" thick of suitable size
properly grouted in foundation i/c nuts and bolts
complete in all respect. (1 No).
k. Obtaining electric fitting report from LESCO (WAPDA)
by the approved contractor.
l. Pressure gauge of range up to 200 psi with 1/2" i/d 'B'
class G.I. pipe ferrule 1 No. plug cock (sui gass type)
fixed on wall in side the pump house complete including
all jointing materials.
Executive Engineer Superintending Engineer......
Page 38
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
m. Providing & fixing of 8"i/d 1/4" thick M.S. pipe
for delivery of pump up to required length up to
Rising main with specials and flanges with
jointing material complete in all respect to the
entire satisfaction of the Engineer in charge.
n. Painting of delivery pipe fittings specials in 2
coats of black enamel paint on single coat of
red lead primer paints as per standard drawing
complete.o. Providing & hanging in a suitable location
along the wall of pumping chamber, duly glass
framed chart showing detailed inventory of
pumping machinery and all its components
asper size & design approved by the Engineer
in charge.
209 2
P/I and testing of 8" size KENT water meter
U.Kmade) in delivery piping complete with 2-
Nos. M.S flanges of 3/4" thickness nuts bolts
rubbers inserting sheet. 2 Each 50000 100000 50000
210 3
Providing & fixing & testing of HYPO
chlorinator (chemical metering pump) capacity
0.30 gal/day at 150 psi max injection pressure
fitted with 1/60 HP air cooled heavy duty
electric motor 200 V 50 HZ, single phase Ac
complete with all accessories like bleed valve
assembly, sunction tubing, foot valve and
strainer assembly with weight back check
valve, solution tank 30 litre capacity with
Sodium HYPO Chlorinated solution (Na HCo3)
injection fittings, valve brackets etc complete.2 P.Set 50000 100000 50000
Executive Engineer Superintending Engineer......
Page 39
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
211
Providing and laying, cutting, jointing, testing
both side welding 18" i/d 1/4" thick crossing
M.S pipe in horizontal position under neath the
M.B.Din to Sargodha road at required depth
though jack push method of horizontal boring
i/c removal of excavated material from pipe.
Rate also includies cost of all arrangement of
jacking method labour charges, hire charges of
T&P welding plant. Welding material and hire
charges of required capacity heavy duty 2 No.
jack, chain pully block with tripot. Rate further
includes the providing and injecting cement
sand slurry ratio 1:2 in to pipe between 18" i/d 100 P.Rft 5750 575000
212
Providing and fixing PVC clamp i/c nuts & bolts
on pipe best/approved quality complete in all
respect. 3" Dia 400 each 350 140000 350
213Providing and fixing brass ferrule valve best
quality (300 gram weight). 1/2" Dia. 400 each 450 180000 450
214
Providing and fixing PPRC pipe for house
connections i/c specials. (Bend, reduser etc)
20 mm outer dia6000 each 80 480000 1200
215
Providing and fixing PVC clamp i/c nuts & bolts
on pipe best/approved quality complete in all
respect. 4" Dia 250 each 400 100000 400
216Providing and fixing brass ferrule valve best
quality (300 gram weight). 1/2" Dia. 250 each 450 112500 450
217
Providing and fixing PPRC pipe for house
connections i/c specials. (Bend, reduser etc)
20 mm outer dia 3750 each 80 300000 1200
SUB WORK No.VI DISTRIBUTION SYSTEM
HOUSE CONNECTION ON 3" DIA PVC PPE. (400 No.)
HOUSE CONNECTION ON 4" DIA PVC PPE. (250 No.)
Executive Engineer Superintending Engineer......
Page 40
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
218Providing and fixing PVC clamp i/c nuts & bolts on pipe
best/approved quality complete in all respect.6" Dia150 each 500 75000 500
219Providing and fixing brass ferrule valve best quality (300
gram weight). 1/2" Dia. 150 each 450 67500 450
220Providing and fixing PPRC pipe for house connections
i/c specials. (Bend, reduser etc) 20 mm outer dia2250 each 80 180000 1200
221 1
Design, construction, testing and disinfection of
RCC Over Head reservoir of 30,000 imperial glns:
(Thirty Thousand imperial gallons), capacity with
10% extra capacity for free board and dead
storage/silting at bottom. The height of the base
slab of tank shall be 60' (Sixty) feet above finished
Ground level which shall be 1½” feet higher than the average existing level or otherwise specified i/c
cost of all allied works and items mentioned
hereunder from item i to xiv. A cantilever walk way
of two ft. Width will be provided all around the
reservoir at level of tank base slab with 3 ft. high G.I
railing of 1 1/4" size pipe having two rows and
vertical posts spaced not more than 4' feet centre to
centre. 30000
P.Gallon
s 130 3900000
I)
Soil studies & bearing capacity testing at the
proposed site of over head reservoir shall be
done by any of the Agencies approved by the
Department, i/c F.W.O University of
Engineering and Technology Lahore/Taxila,
M/S NESPAK, SEVCON & SOIL EXPLORE or
material testing Laboratory of C&W
Department Government of Punjab Lahore.
HOUSE CONNECTION ON 6" DIA PVC PPE. (150 No.)
SUB WORK NO. VII OVER HEAD RESERVOIR 30,000, GALLONS
Executive Engineer Superintending Engineer......
Page 41
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
II)
Physical & structural design of the over head reservoir
according to the given parameters of the Department
shall be done by the structural Engineering specialist
having experience of similar works and having
qualifications not less than M.Sc structural Engineering
(Civil). The contractor shall have to produce, alongwith
design the C.Vs copies of degrees and membership of
the designer with Pakistan Engg: Council Design and
drawings shall be approved by Competent Authority and
shall be subject to corrections rectification &
amendments as required by the Department, The design
shall be based on the following concrete mixture ratios
and allowable design stresses for concrete and steel:-
a) Compression stress for concrete for all water retaining
in member (mix not weaker than 1:1½:3).
600 PSIb) Compression stress for concrete for all other than
water retaining members (Mix not weaker than(1:2:4).
750 PSI
c) Tensile stress for steel for water retaining members.
16000 PSI
d) Tensile stress for steel for other than water retaining
members. 18000 PSI
e) Min: cover on steel for RCC members facing water
retaining side. ¾”
III.
P/L hoisting, testing and disinfecting of medium class
M.S pipes with flanged joints of sizes and thickness as
given under for rising, delivery, over flow mains and
scour pipe i/c nuts, bolts, rubber insertion sheet with 2
coats of bitumestic painting on single coat of red lead
primer and including the cost of fixing of
holding/anchoring clamps of M.S flat of 3" x 1/4" size i/c
nuts bolts etc., for vertical pipes at each brace level
complete of:-
a) 10" i/d 1/4" thick G.I pipe upto 10 ft. from the outer
edge of over head reservoir foundation for rising main.
Executive Engineer Superintending Engineer......
Page 42
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
b) 10" i/d 1/4" thic pipe upto 10 ft. from the outer edge of
over head reservoir foundation for delivery main.
c) 10" i/d 1/4" thick G.I pipe upto 20 ft. (Min:) from outer
edge of the over head reservoir for disposal of water
upto safe distance from foundation for over flow i/c cost
of disposal chamber of approved design.
d) 10" i/d 1/4" thick G.I pipe for scour pipe upto its
connection with the over flow pipe with control valve
openable from stair case landing at last brace level.
IV.
P/F testing and disinfecting of flanged C.I specials as
per B.S.S Class C and fittings of sizes corresponding to
respective sizes for rising, delivery and over flow mains
and scour pipe such as bell-mouths with puddle collar,
tees, bends dack foot bends, expansion joints/dresser
couplings, sluice valves etc., i/c cost of jointing material
such as nuts, bolts, rubber insertion sheet etc., complete
in all respects.
V.P/F of water level indicating gauge complete with
pulleys, string, pointer, float with guide and calibrated
scale.
VI.
P/F 2’ wide R.C.C helical stair around the O.H.R with plate for on each, braces upto base slab with and
foundation dowels and bolts i/c 2½ ft. high railing of 1¼"
i/d G.I pipe on both sides with 2 rows and vertical posts
at 4 ft. c/c all along the stair case and landings i/c two
coats of grey enamel painting on single coat of red lead
primer complete in all respect.
VII.
P/F 18” wide M.S ladder of required length of angle iron size 2 ½” x 2 ½” x 1/4" with 3/4" dia M.S bar steps at one ft. c/c at the required location inside the water tank i/c
two coats of water resistant painting on single coat of
red lead primer.
VIII.P/F in top slab 2 No. Medium weight C.I manhole covers
with frames of 22" i/d size complete i/c 2 coats of enamel
painting.
Executive Engineer Superintending Engineer......
Page 43
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
IX.
P/F on tank top lightening conductor of
appropriate design i/c 1" x 1/8" size copper strip
fixed along tank wall, columns and under ground
from lightening conductor to earthing point at 30
ft. (Min:) away from outer edge of tank foundation
i/c cost of earthing of approved specifications.
X.
P/F along periphery on top of tank slab, 2 ½ ft.
high railing of 1 1/4" i/d size G.I pipe having two
horizontal rows and vertical posts spaced not
more than 4 ft. centre to centre i/c cost of G.I
specials with painting in grey enamel paint
complete in all respect.
XI.
P/F on top of tank slab two Nos. red air warning
lights with necessary wiring in 3.029 gauge
electric cable encased in3/4" i/d PVC pipe
conduits fixed on tank wall, columns, under floor
etc., from air warning lights to ground level i/c
necessary control switches and connection there
of with existing electric point.
XII.
P/L of dry sand grouted brick on edge paving on
1" thick sand bed laid on properly dressed,
compacted and radically out wards sloping bed
upto outer edge of the over head reservoir
foundation or upto 5 ft. (Min:) from the out edge
of columns of the over head reservoir (which
over maximum) with finished level of the brick
paving in the centre at 6" height above the
finished ground level around the over head
reservoir, duly provided with brick masonry on 6"
thick 1:4:8 PCC foundation Toe-wall on the
periphery for protection.
Executive Engineer Superintending Engineer......
Page 44
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
XII
Clearing of site for work before construction and
its cleaning development and restoration after
completion of all works of over head reservoir
upto the required finished ground level,
respectively i/c turning, Plantation etc., complete
to the entire satisfaction of Engineer Incharge.
The item also includes construction of one No.
stand post at desired location with½” i/d medium weight G.I pipe with brass bib cock ferrule etc.,
for making its connection with delivery/rising
main i/c cost of providing 3 ft. size PCC Khurrah
and type-I drain upto appropriate disposal point
or a distance of 10 ft. (Min:) from Khurrah
complete.
XIII
Construction of overflow chamber of 4x4x5 size
with 9”thick masonry walls 6”thick PCC 1:4:8 in foundation and plinth 3”thick PCC 1:2:4 in bed all inside plastered in 1:2 cement sand mortar and
with RCC slab 1:2:4 of required size and making
connection with drain complete.
XIVDry brick flooring on edge will be provided at
plinth level under and 3' feet projected around
the over head reservoir.SUB WORK No.VII STAFF QUARTER
222
Supply /Erection of AC electric pannel board
including circit breaker distribution circit breaker
T.P circit breaker etc complete in all respect as
approved by Engineer incharge. The rates also
included of M.S box complete. 1 Each 12500 12500
223Providing and fixing ceiling fan 56" sweep
complete in all respect. 2 Each 3250 6500
Executive Engineer Superintending Engineer......
Page 45
Quantity Unit Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount
Discription of ItemsESTIMATED COST
Ch
ap
ter
No
Ite
m N
o.
M/S Mian Abdul
Razzaq Govtt:
Contractor (6%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Ghazali
Construction
Company Govett:
Contractor (4.49%
Above on MRS (1st
August 2014 to 31st
January 2015)
M/S Babar Zaheer &
Co Govtt:
Contractor (11.50%
Above on MRS (1st
August 2014 to 31st
January 2015)
Sr.
No
.
M/S Ch. Amjad Ali
Govtt: Contractor
(8.0% Above on
MRS (1st August
2014 to 31st January
2015)
RATES QUOTED BY THE CONTRACTORS
DRAINAGE PORTION SULLAGE CARRIER
224
Providing cutting jointing PVC Popular / Turk Plast
based pipe for house waste disposal in to proposed
sullage carrier including making connection on both
ends with required specials such as reducers / increases
and heads etc with required jointing material and
excavation, back fililng of trenches complete in all
respect to the entire satisfaction of Engineer in charge.
4" i/d 8360 P.Rft 150 1254000
Deduction of old Metrial 112765972
225Olds Bricks 586475.2
P%oN
os 3500.00 2052663
226 Brick Bats. 27927.39 P%Cft 1800.00 502693
110210616
CONSTRUCTION OF GRATTING CONNECTION CHAMBER 9"X9"X12"= 836 No
No. 836 X 10 = 8360 Rft
N.S
Superintending Engineer
Public Health Engineering Circle,
Gujranwala.
As per comparative statement the bid value of lowest bidder M/S Ghazali Construction Company Government Contractor come to Rs.115159073/-against T.S estimate provision Rs.110210616/-
excess/ has come to Rs.4948457/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Ghazali Construction Company Government Contractor
recommended for approval please.
Mandi Bahauddin.
Executive Engineer
Public Health Engineering Division
Executive Engineer Superintending Engineer......
Page 1 of 5
1 Ch.
No. 03
Item
No.
1+17
a.b-
i+24-c
Filling, watering and ramming earth under floors:-
Earth work excavation undressed lead upto a
single throw of Kassi, Phaorah or shavel:- b) In
ordinary soil Compaction of Earth work (soft,
ordinary and hard soil) :- c) Ramming earthwork
(all types of soil). Transportation of earth all types
when the total distance, including the lead covered
in the item of work, is more than 1000ft
(300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part
thereof beyond ¼ mile (400 m) upto one mile. (1.6
Km).
12685.06 Cft 1000 Cft 6336.60
2 Ch.6
item
No.3(f
)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
19369.25 Cft 100 Cft 9098.10
3 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ration 1:2:4
19369.25 Cft 100 Cft 21724.80
4 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
225.00 Cft 1 Cft 251.00
5 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade)
689.09 Kg 100 Kg 10723.45
Unit Rate
Rate to be
Quoted by the
Contractor
PCC / Soling Street Pavement
Qty
D.N.I.T / BID SCHEDULE
Construction of PCC Street / Drain, Soling and Nullah in U.C 1 to 4 Lalamusa City Tehsil Kharian District
Gujrat
Ch.
No,
Item
No
Description of Items
MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT
Approximate Cost: Rs. 16.876 Million
Earnest Money: Rs. 0.338 Million (2% of the bid cost) Time Limit:- 06 MONTH
NAME OF
SCHEME:
Sr.
No
Page 2 of 5
6 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km)
17230.01 Cft 100 Cft 4135.15
7 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
3824.94 Cft 1000 Cft 4565.10
8 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
2256.60 Cft 100 Cft 10432.25
9 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
1692.45 Cft 100 Cft 18709.50
10 Ch.20
item
No.1-
b(ii)
Tega formed of pacca brick on end, laid in and
over cement sand mortar projecting to a height of
not more than 6" (150 mm) top of drain along the
property side where required, laid to lines, grades,
slopes and shape according to the Engineer's
drawing:- ratio 1:5, 4 ½ “thick (113 mm)6017.60 Rft 100 Rft 5748.50
11 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
6769.80 Sft 100 Sft 8223.60
12 Ch.No
.20
Item
No.6(
a)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-I
7522.00 Rft 1 Rft 101.70
13 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
1700.00 Cft 1000 Cft 4565.10
14 Ch.6
item
No.3(
d)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
281.00 Cft 100 Cft 10432.25
15 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
900.00 Cft 100 Cft 18709.50
NULLAH 2.00' X 2.00'
Surface Drain Type-I
Page 3 of 5
16 Ch.6
item
No.5-f
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and wshing of aggregate)
Ratio 1:2:4 156.00 Cft 100 Cft 21724.80
17 Ch.11
item
No.18-
b
Cement pointing struck joints, on walls, upto
20' (6.00 m) hiehgt:- b) ratio 1:3
1000.00 Sft 100 Sft 1734.65
18 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km)
136.94 Cft 100 Cft 4135.15
19 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
885.00 Cft 100 Cft 18709.50
20 Ch.6
item
No.3(f
)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
18551.36 Cft 100 Cft 9098.10
21 Ch.10
item
No.43
ProvidingandlayingTuffpavers,having7000PSI,crus
hingstrengthofapprovedmanufacturer,over2"to3"sa
ndcushioni/cgroutingwithsandinjointsi/cfinishingto
requireslope.completeinallrespect. (50% Grey /
50% Coloured) b) 60-mm thick
26096.00 Sft 1 Sft 94.45
c) 80-mm thick 26096.00 Sft 1 Sft 117.80
1
5.00 No.s 1 No.s 18000.00
CONDITIONS.
1
2
3
4
5
Any item of work not included in this bid but during execution actually required to be executed at site will be
paid after approval by the competent authority.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R
Code, the department will not accept any other reason what so ever related for completion of work.
Conditional tenders/rates will not be entertained.
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be
considered as rescinded automatically.
TUFF PAVER
Providing assembling and fixing sign board size 4’ x 4’made of 3” i/d G.I pipe medium quality for two legs and
frame 30-Rft i/c cutting welding of M.S sheet 16 SWG
according to standard design / drawing as well as
requirement of Engineer-in-Charge including cost of
painting, lettering on both side upto 300 letters in Urdu or
English with enamel paint 3 coats i/c painting of
monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’for foundation (1' above from graund level) and carriage
charges from work shop to site of work complete in all
respect to the entire satisfaction of the Engineer-in-
charge.
NON-STANDARISED ITEMS
Page 4 of 5
6 Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) District
Gujrat) for Distt: Gurjat and decision of the competent authority will be final and binding upon the contractor.
Page 5 of 5
7
8
9
10
Contractor Executive Engineer
Public Health Engineering Divison
Gujrat
Perfomance gurantee as per PPRA Rules 2014.
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive
responsibility of the contractor.
All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement
and binding upon the contractor.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th
April 2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the
lowest bidder will have to deposit additional performance security from the schedule bank equal to tender
amount below estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is
earlier.
Page 1 of 5
1 Ch.No
.4
Item
No.29
Dismantling brick or flagged flooring without
concrete foundation.
34000.00 Sft 100 Sft 482.90
2 Ch.
No. 03
Item
No.
1+17
a.b-
i+24-c
Filling, watering and ramming earth under floors:-
Earth work excavation undressed lead upto a
single throw of Kassi, Phaorah or shavel:- b) In
ordinary soil Compaction of Earth work (soft,
ordinary and hard soil) :- c) Ramming earthwork
(all types of soil). Transportation of earth all types
when the total distance, including the lead covered
in the item of work, is more than 1000ft
(300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part
thereof beyond ¼ mile (400 m) upto one mile. (1.6
Km).
254074.57 Cft 1000 Cft 6336.60
3 Ch.6
item
No.3(f
)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
33572.80 Cft 100 Cft 9098.10
4 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ration 1:2:4
33572.80 Cft 100 Cft 21724.80
5 Ch.18
item
No.19
Providing and laying dry brick pavement/soling in
streets or roads, etc. sand grounted, laid in proper
camber, including preparation, watering,
compaction of bed to proper camber,
and sand cushion.
32578.00 Cft 100 Cft 15955.70
NAME OF
SCHEME:
D.N.I.T / BID SCHEDULE
Construction of PCC Street/ Drain, Soling and Nullah in Bagrianwala, Baho Ghaseet Pur, Sheikh Sukha,
Sabowal, Amra Kalan, Chak Jani in Tehsil Kharian District
Ch.
No,
Item
No
Description of Items
MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT
Approximate Cost: Rs. 25.325 Million
Rate to be
Quoted by the
Contractor
Earnest Money: Rs. 0.507 Million (2% of the bid cost) Time Limit:- 06 MONTH
PCC / Soling Street Pavement
RateSr.
NoQty Unit
Page 2 of 5
6 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
336.83 Cft 1 Cft 251.00
Page 3 of 5
7 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 1031.56 Kg 100 Kg 10723.45
8 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 29818.09 Cft 100 Cft 4135.15
9 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
7706.83 Cft 1000 Cft 4565.10
10 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
4546.80 Cft 100 Cft 10432.25
11 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
3410.10 Cft 100 Cft 18709.50
12 Ch.20
item
No.1-
b(ii)
Tega formed of pacca brick on end, laid in and
over cement sand mortar projecting to a height of
not more than 6" (150 mm) top of drain along the
property side where required, laid to lines, grades,
slopes and shape according to the Engineer's
drawing:- ratio 1:5, 4 ½ “thick (113 mm)12124.80 Rft 100 Rft 5748.50
13 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
13640.40 Sft 100 Sft 8223.60
14 Ch.No
.20
Item
No.6(
a)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-I
15156.00 Rft 1 Rft 101.70
15 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
4009.60 Cft 1000 Cft 4565.10
16 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
525.00 Cft 100 Cft 10432.25
17 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
2625.00 Cft 100 Cft 18709.50
Surface Drain Type-II
Surface Drain Type-I
Page 4 of 5
18 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
1680.00 Sft 100 Sft 8223.60
19 Ch.No
.20
Item
No.6(
b)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-II
1120.00 Rft 1 Rft 185.70
20 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
5063.00 Cft 1000 Cft 4565.10
21 Ch.6
item
No.3(
d)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
1671.00 Cft 100 Cft 10432.25
22 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
4218.75 Cft 100 Cft 18709.50
23 Ch.6
item
No.5-f
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and wshing of aggregate)
Ratio 1:2:4 868.00 Cft 100 Cft 21724.80
24 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
253.13 Cft 1 Cft 251.00
25 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 775.00 Kg 100 Kg 10723.45 83107
26 Ch.11
item
No.9-
b
Cement plaster 1:4 upto 20' (6.00 m) height:-b)
½" (13 mm) thick
4500.00 Cft 100 Sft 1719.85
NULLAH 1.50' X 1.50'
Page 5 of 5
27 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 984.12 Cft 100 Cft 4135.15
1
4.00 No.s 1 No.s 18000.00
2
71400.00 No.s 1000 No.s 4000.00
3400.00 Cft 100 Cft 2000.00
CONDITIONS.
1
2
3
4
5
6
7
8
9
10
Contractor Executive Engineer
Public Health Engineering Divison
Gujrat
All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement
and binding upon the contractor.
Providing assembling and fixing sign board size 4’ x 4’made of 3” i/d G.I pipe medium quality for two legs and
frame 30-Rft i/c cutting welding of M.S sheet 16 SWG
according to standard design / drawing as well as
requirement of Engineer-in-Charge including cost of
painting, lettering on both side upto 300 letters in Urdu or
English with enamel paint 3 coats i/c painting of
monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’for foundation (1' above from graund level) and carriage
charges from work shop to site of work complete in all
respect to the entire satisfaction of the Engineer-in-
charge.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th
April 2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the
lowest bidder will have to deposit additional performance security from the schedule bank equal to tender
amount below estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is
earlier.
Perfomance gurantee as per PPRA Rules 2014.
Any item of work not included in this bid but during execution actually required to be executed at site will be
paid after approval by the competent authority.
Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) District
Gujrat) for Distt: Gurjat and decision of the competent authority will be final and binding upon the contractor.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R
Code, the department will not accept any other reason what so ever related for completion of work.
NON-STANDARISED ITEMS
Brick Bats
D/d due to Old Materials
Old Servicable Bricks
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive
responsibility of the contractor.
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be
considered as rescinded automatically.
Conditional tenders/rates will not be entertained.
Page 1 of 5
1 Ch.No
.4
Item
No.29
Dismantling brick or flagged flooring without
concrete foundation.
13300.00 Sft 100 Sft 482.90
2 Ch.
No. 03
Item
No.
1+17
a.b-
i+24-c
Filling, watering and ramming earth under floors:-
Earth work excavation undressed lead upto a
single throw of Kassi, Phaorah or shavel:- b) In
ordinary soil Compaction of Earth work (soft,
ordinary and hard soil) :- c) Ramming earthwork
(all types of soil). Transportation of earth all types
when the total distance, including the lead covered
in the item of work, is more than 1000ft
(300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part
thereof beyond ¼ mile (400 m) upto one mile. (1.6
Km).
103163.48 Cft 1000 Cft 6336.60
3 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
937.50 Cft 100 Cft 18709.50
4 Ch.6
item
No.3(f
)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
24685.50 Cft 100 Cft 9098.10
5 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ration 1:2:4
24685.86 Cft 100 Cft 21724.80
6 Ch.18
item
No.19
Providing and laying dry brick pavement/soling in
streets or roads, etc. sand grounted, laid in proper
camber, including preparation, watering,
compaction of bed to proper camber,
and sand cushion.
18928.00 Cft 100 Cft 15955.70
D.N.I.T / BID SCHEDULE
Construction of PCC Street/ Drain, Soling and Nullah in UC Fatta Band Tehsil Kharian District Gujrat
Ch.
No,
Item
No
Description of Items
MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT
Approximate Cost: Rs. 18.377 Million
Rate to be
Quoted by the
Contractor
Earnest Money: Rs. 0.368 Million (2% of the bid cost) Time Limit:- 06 MONTH
Rate
NAME OF
SCHEME:
Sr.
NoQty Unit
PCC / Soling Street Pavement
Page 2 of 5
7 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
41.25 Cft 1 Cft 251.00
8 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 126.33 Kg 100 Kg 10723.45
9 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 21743.54 Cft 100 Cft 4135.15
10 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
6671.52 Cft 1000 Cft 4565.10
11 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
3936.00 Cft 100 Cft 10432.25
12 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
2952.00 Cft 100 Cft 18709.50
13 Ch.20
item
No.1-
b(ii)
Tega formed of pacca brick on end, laid in and
over cement sand mortar projecting to a height of
not more than 6" (150 mm) top of drain along the
property side where required, laid to lines, grades,
slopes and shape according to the Engineer's
drawing:- ratio 1:5, 4 ½ “thick (113 mm)10496.00 Rft 100 Rft 5748.50
14 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
11808.00 Sft 100 Sft 8223.60
Surface Drain Type-I
Page 3 of 5
15 Ch.No
.20
Item
No.6(
a)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-I
13120.00 Rft 1 Rft 101.70
16 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
2327.00 Cft 1000 Cft 4565.10
17 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
304.68 Cft 100 Cft 10432.25
18 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
1523.43 Cft 100 Cft 18709.50
19 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
975.00 Sft 100 Sft 8223.60
20 Ch.No
.20
Item
No.6(
b)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-II
650.00 Rft 1 Rft 185.70
21 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
10200.00 Cft 1000 Cft 4565.10
22 Ch.6
item
No.3(
d)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
1683.00 Cft 100 Cft 10432.25
23 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
5400.00 Cft 100 Cft 18709.50
24 Ch.6
item
No.5-f
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and wshing of aggregate)
Ratio 1:2:4 938.00 Cft 100 Cft 21724.80
Surface Drain Type-II
NULLAH 1.50' X 1.50'
Page 4 of 5
25 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
47.50 Cft 1 Cft 251.00
26 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 145.00 Kg 100 Kg 10723.45
27 Ch.11
item
No.18-
b
Cement pointing struck joints, on walls, upto
20' (6.00 m) hiehgt:- b) ratio 1:3
6000.00 Sft 100 Sft 1734.65
28 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 865.07 Cft 100 Cft 4135.15
1
2.00 No.s 1 No.s 18000.00
2
27930.00 No.s 1000 No.s 4000.00
1330.00 Cft 100 Cft 2000.00
CONDITIONS.
1
2
Providing assembling and fixing sign board size 4’ x 4’made of 3” i/d G.I pipe medium quality for two legs and
frame 30-Rft i/c cutting welding of M.S sheet 16 SWG
according to standard design / drawing as well as
requirement of Engineer-in-Charge including cost of
painting, lettering on both side upto 300 letters in Urdu or
English with enamel paint 3 coats i/c painting of
monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’for foundation (1' above from graund level) and carriage
charges from work shop to site of work complete in all
respect to the entire satisfaction of the Engineer-in-
charge.
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Conditional tenders/rates will not be entertained.
Brick Bats
D/d due to Old Materials
Old Servicable Bricks
NON-STANDARISED ITEMS
Page 5 of 5
3
4
5
6
7
8
9
10
Contractor Executive Engineer
Public Health Engineering Divison
Gujrat
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be
considered as rescinded automatically.
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive
responsibility of the contractor.
All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement
and binding upon the contractor.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th
April 2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the
lowest bidder will have to deposit additional performance security from the schedule bank equal to tender
amount below estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is
earlier.
Perfomance gurantee as per PPRA Rules 2014.
Any item of work not included in this bid but during execution actually required to be executed at site will be
paid after approval by the competent authority.
Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) District
Gujrat) for Distt: Gurjat and decision of the competent authority will be final and binding upon the contractor.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R
Code, the department will not accept any other reason what so ever related for completion of work.
Page 1 of 6
1 Ch.No
.4
Item
No.29
Dismantling brick or flagged flooring without
concrete foundation.
40200.00 Sft 100 Sft 482.90
2 Ch.
No. 03
Item
No.
1+17
a.b-
i+24-c
Filling, watering and ramming earth under floors:-
Earth work excavation undressed lead upto a
single throw of Kassi, Phaorah or shavel:- b) In
ordinary soil Compaction of Earth work (soft,
ordinary and hard soil) :- c) Ramming earthwork
(all types of soil). Transportation of earth all types
when the total distance, including the lead covered
in the item of work, is more than 1000ft
(300m).(upto one mile)
a) upto ¼ mile (400 m).
b) for every 330 ft (100m) additional lead pr part
thereof beyond ¼ mile (400 m) upto one mile. (1.6
Km).
241709.01 Cft 1000 Cft 6336.60
3 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
700.00 Cft 100 Cft 18709.50
4 Ch.6
item
No.3(f
)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 7:20
66259.40 Cft 100 Cft 9098.10
5 Ch.
No. 6
Item
No. 5
(f)
Cement concrete plain including pacing,
compacting, finishing and curing complete
(including screening and washing of stone
aggregate). (f) Ration 1:2:4
66259.40 Cft 100 Cft 21724.80
6 Ch.18
item
No.19
Providing and laying dry brick pavement/soling in
streets or roads, etc. sand grounted, laid in proper
camber, including preparation, watering,
compaction of bed to proper camber,
and sand cushion.
60169.20 Cft 100 Cft 15955.70
PCC / Soling Street Pavement
Earnest Money: Rs. 0.919 Million (2% of the bid cost) Time Limit:- 08 MONTH
D.N.I.T / BID SCHEDULE
Provisino of Sewerage / Drainage / Soling etc in Various UC's in PP-113, District
Ch.
No,
Item
No
Description of Items
MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) DISTRICT GUJRAT
Approximate Cost: Rs. 45.873 Million
RateQty Unit
NAME OF
SCHEME:
Sr.
No
Rate to be
Quoted by the
Contractor
Page 2 of 6
7 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
412.50 Cft 1 Cft 251.00
8 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 1263.33 Kg 100 Kg 10723.45
9 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 58626.92 Cft 100 Cft 4135.15
10 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
8613.99 Cft 1000 Cft 4565.10
11 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
5082.00 Cft 100 Cft 10432.25
12 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
3811.50 Cft 100 Cft 18709.50
13 Ch.20
item
No.1-
b(ii)
Tega formed of pacca brick on end, laid in and
over cement sand mortar projecting to a height of
not more than 6" (150 mm) top of drain along the
property side where required, laid to lines, grades,
slopes and shape according to the Engineer's
drawing:- ratio 1:5, 4 ½ “thick (113 mm)13552.00 Rft 100 Rft 5748.50
14 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
15246.00 Sft 100 Sft 8223.60
Surface Drain Type-I
Page 3 of 6
15 Ch.No
.20
Item
No.6(
a)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-I
16940.00 Rft 1 Rft 101.70
16 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
11814.00 Cft 1000 Cft 4565.10
17 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
1546.88 Cft 100 Cft 10432.25
18 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
7734.38 Cft 100 Cft 18709.50
19 Ch.No
.20
item
No.3(
b)
Pacca brick on edge, laid in reimbursement, in
cement, sand mortar, on sides of drains and on
other works where required. All joints to be
completely filled and struck flush:- b) ratio 1:5
4950.00 Sft 100 Sft 8223.60
20 Ch.No
.20
Item
No.6(
b)
Constructing Punjab Standard Drains of cement
concrete 1:2½:5 with cement concrete bedding
ratio 1:6:12, complete, laid to lines, grades, slopes
and shapes, rendering exposed surface of
concrete with 1:1 cement, sand mortar, ¼” (6mm)
thick, as per Engineer’s drawing (excluding
excavation) Drain type-II
3300.00 Rft 1 Rft 185.70
21 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
1500.00 Cft 1000 Cft 4565.10
22 Ch.6
item
No.3(
b)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 4:8
150.00 Cft 100 Cft 12390.40
23 Ch.6
item
No.3(
d)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1:6:12
495.00 Cft 100 Cft 10432.25
24 Ch.6
item
No.5-f
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and wshing of aggregate)
Ratio 1:2:4 495.00 Cft 100 Cft 21724.80
Surface Drain Type-II
CASUSEWAY
Page 4 of 6
25 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a) (i)
Reinforced cement concrete in roof slab, beams,
columns lintels, girders and other structural
members laid in situ or precast laid in position, or
prestressed members cast in situ, complete in all
respects:- (3) Type C (nominal mix 1: 2: 4)
1312.50 Cft 1 Cft 342.20
26 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
1125.00 Cft 1 Cft 251.00
27 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 7465.00 Kg 100 Kg 10723.45
28 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 1589.00 Cft 100 Cft 4135.15
29 Ch.No
.3
Item
No.10
(i)
Earthwork excavation in irrigation channels,
drains, etc. to designed section, grades and
profiles, excavated material disposed off and
dressed within 50 ft. (15 m) lead:- i) ordinary
13753.00 Cft 1000 Cft 4565.10
30 Ch.6
item
No.3(
d)
Cement concrete brick or stone ballast 1-1/2 to 2"
gauge in foundation and plinth 1: 6:12
2269.00 Cft 100 Cft 10432.25
NULLAH 2.00' X 2.00'
Page 5 of 6
31 Ch.7
item
No.4(i
)
Pacca brick work in foundation and plinth in:- i)
Cement, sand mortar:- Ratio 1:5
7281.00 Cft 100 Cft 18709.50
32 Ch.6
item
No.5-f
Cement concrete plain including placing,
compacting, finishing and curing complete
(including screening and wshing of aggregate)
Ratio 1:2:4 1231.00 Cft 100 Cft 21724.80
33 Chapt
er
No.6
Item
No 6-
a-3-c
Providing and laying reinforced cement concrete
(including prestressed concrete), using coarse
sand and screened graded and washed aggregate,
in required shape and design, including forms,
moulds, shuttering, lifting, compacting, curing,
rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a)(ii)
Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining
walls; etc and other structural members other than
those mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering) complete in
all respects:- (3) Type C (nominal mix 1: 2: 4)
118.75 Cft 1 Cft 251.00
34 Chapt
er
No.6
ItemN
o 9-b
Fabrication of mild steel reinforcement for cement
concrete, including cutting, bending, laying in
position, making joints and fastenings, including
cost of binding wire and labour charges for
binding of steel reinforcement (also includes
removal of rust from bars):- deformed bars. (40
Grade) 364.00 Kg 100 Kg 10723.45
35 Ch.1
item
No.1
Carriage of 100 Cft. (2.83 cu.m) of all materials like
stone aggregate, spawl, kankar lime (unslaked),
surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by
truck or by any other means owned by the
contractor. (upto 180 Km) 1187.00 Cft 100 Cft 4135.15
1
11.00 No.s 1 No.s 18000.00
2
84420.00 No.s 1000 No.s 4000.00
4020.00 Cft 100 Cft 2000.00
CONDITIONS.
1
2
Providing assembling and fixing sign board size 4’ x 4’made of 3” i/d G.I pipe medium quality for two legs and
frame 30-Rft i/c cutting welding of M.S sheet 16 SWG
according to standard design / drawing as well as
requirement of Engineer-in-Charge including cost of
painting, lettering on both side upto 300 letters in Urdu or
English with enamel paint 3 coats i/c painting of
monogram of Government of the Punjab etc. Rate also
include the cost of fixing the board at site by excavation
1.5’x1.5’x2’ and providing laying P.C.C (1:2:4) 1.5’x1.5’x3’for foundation (1' above from graund level) and carriage
charges from work shop to site of work complete in all
respect to the entire satisfaction of the Engineer-in-
charge.
D/d due to Old Materials
Construction schedule towards completion of work should be provided by the contractor within one week of the
issuance of acceptance letter.
Conditional tenders/rates will not be entertained.
Brick Bats
Old Servicable Bricks
NON-STANDARISED ITEMS
Page 6 of 6
3
4
5
6
7
8
9
10
Contractor Executive Engineer
Public Health Engineering Divison
Gujrat
Perfomance gurantee as per PPRA Rules 2014.
Any item of work not included in this bid but during execution actually required to be executed at site will be
paid after approval by the competent authority.
Any omission of the completion /error there in, for interpretation will be referred to standardized rates posted at
website by finance department during (MRS, 2nd BI-ANNUAL-2017 (1st July-2017 to 31st December-2017) District
Gujrat) for Distt: Gurjat and decision of the competent authority will be final and binding upon the contractor.
The work should be executed in accordance with the availability of funds as required under rule 2.82 of B&R
Code, the department will not accept any other reason what so ever related for completion of work.
Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be
considered as rescinded automatically.
The execution/completion of work strictly in accordance with the specification, approved design/ drawing and
requirements of contract agreement to the entire satisfaction of the engineer-in-charge will be exclusive
responsibility of the contractor.
All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement
and binding upon the contractor.
As per Govt: of the Punjab Finance Department notification No.RO(Tech)FDI-2/83(VI)(P) dated Lahore the 6th
April 2005 in case of the total tender amount is less than 5% of the approved estimated / DNIT amounts, the
lowest bidder will have to deposit additional performance security from the schedule bank equal to tender
amount below estimated cost within 15 days of issuance of notice or within expiry period of the bid whichever is
earlier.