Download - BID SCHEDULE - eproc.punjab.gov.pk
Chap # Item #
CONSTRUCTION OF SURFACE DRAIN
1 3 10 1013.55 Cft %0 Cft 5705.55 5783
2 6 3-f 93.75 Cft % Cft 10108.55 9477
3 7 4-i 281.25 Cft % Cft 22975.65 64619
4 20 3-b 750.00 Sft % Sft 10195.00 76463
5 20 6-a 500.00 Rft P-Rft 111.75 55875
6 6 6-c 23.30 Cft P-Cft 379.60 8845
7 6 9 60.82 Kgs % Kg 15929.35 9688
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's drawing (excluding excavation):- a) Type 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)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 (Grade-40)
Rate to be
Quoted by the
Contractor
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement
sand mortar Ratio (1:5).
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
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
BID SCHEDULE
Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC
SLAB / ROAD / STREET / JANAZAGAH UC
UCHHALI DISTRICT KHUSHAB.
Name of Work:- Construction of Surface Drain, Construction of Sullage Carrier, Construction of PCC Slab & other
allied work.
Estimated Bid Cost:- 15.597 Million 2% of Estimated/Bid Price 0.3119 Million Time Limit 12-Months
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
8 1 1 20.50 Cft % Cft 2066.70 424
CONSTRUCTION OF SULLAGE CARRIER SIZE 1½’ X 1½’
9 3 10 7000.00 Cft %0 Cft 5705.55 39939
10 6 3-f 1155.00 Cft % Cft 10108.55 116754
11 7 4-i 2250.00 Cft % Cft 22975.65 516952
12 6 5-f 438.00 Cft % Cft 22784.80 99797
13 11 8-b 5000.00 Sft % Sft 2196.45 109823
14 6 6-c 75.00 Cft P-Cft 379.60 28470
15 6 9 195.79 Kgs % Kg 15929.35 31188
16 1 1 451.44 Cft % Cft 2066.70 9330
CONSTRUCTION OF PCC SLAB
17 317 a-b-
c20208.00 Cft %0 Cft 7003.00 141517
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. Lead upto
55 KM from Katha quarry.
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.)
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement,
sand mortar:- Ratio 1:5.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
mm) thick
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)
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):- (b) deformed bars
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. Lead upto
55 KM from Katha quarry.
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
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
18 3 24 c 20208.00 Cft %0 Cft 1066.05 21543
19 10 3 11114.40 Cft % Cft 4555.25 506289
20 6 5 f 11114.40 Cft % Cft 22784.80 2532394
21 1 1 9780.67 Cft % Cft 2066.70 202137
Chap # Item #
MINI TUBE WELL (300' DEEP) 06-Nos
1200.00 Rft P-Rft 492.88 591456
600.00 Rft P-Rft 492.88 295728
2 23 13 6.00 No Each 120.85 725
3 23 12 156.00 Rft P-Rft 298.50 46566
4 23 16 1656.00 Rft P-Rft 476.10 788422
5 23 18 170.22 Cft P-Cft 93.55 15924
6 23 8 12.00 Set P-Set 170.70 2048
7 23 17 72.00 Hrs P-Hrs 1399.15 100739
BID SCHEDULE
Providing and installing P.V.C. strainer B.S.S. Class `D'
in tubewell bore hole, including sockets and solvent,
etc complete:- 4" i/d (100 mm)
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. 4"
i/d (100 mm)
Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3
mm), around tubewell in bore hole.
Furnishing of water sample form bore hole.
Testing and developing of tubewell of size 6" (150
mm) i/d and above continuously. upto 1.5 cs.
Discharge
1 23 6
Boring for tubewell in shingle, gravel and rock,
including sinking and withdrawing of casing pipe:-
from ground level to 200 ft. (60 m) below ground level
12" to 18" (300 to 450 mm) i/d 6"i/d
Exceeding 200 ft. (60 m) depth below ground level:-
12"i/d to 18"i/d 6"i/d
Providing and installing P.V.C. Bail/End plug, in
tubewell bore hole:- B.S.S. Class `D' 4" i/d (100 mm)
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC
SLAB / ROAD / STREET / JANAZAGAH UC ANGA
DISTRICT KHUSHAB.
Name of Work:- Mini Tube Well, Construction of Surface Drain, Construction of Sullage Carrier, Construction of
Solong, Construction of PCC Slab & other allied work.
Estimated Bid Cost:- 15.597 Million 2% of Estimated/Bid Price
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. Lead upto
55 KM from Katha quarry.
0.3119 Million Time Limit 12-Months
Rate to be
Quoted by the
Contractor
Compaction of earthwork (soft, ordinary or hard soil)
Ramming earthwork (all types of soil)
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.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
8 3 7 4800.00 Cft %o Cft 14491.05 69557
CONSTRUCTION OF SURFACE DRAIN
9 3 10 1013.55 Cft %0 Cft 5705.55 5783
10 6 3-f 93.75 Cft % Cft 10108.55 9477
11 7 4-i 281.25 Cft % Cft 22975.65 64619
12 20 3-b 750.00 Sft % Sft 10195.00 76463
13 20 6-a 500.00 Rft P-Rft 111.75 55875
14 6 6-c 46.60 Cft P-Cft 379.60 17689
15 6 9 121.65 Kgs % Kg 15929.35 19378
16 1 1 41.01 Cft % Cft 1186.20 486
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)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 (Grade-40)
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. Lead upto
15 KM from Katha quarry.
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement
sand mortar Ratio (1:5).
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
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's drawing (excluding excavation):- a) Type I
Earthwork excavation in open cutting upto 5'-0" (1.5
m) depth for storm water channels, drains, sullage
drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect existing
works, shuttering and timbering the trenches, dressed
to designed level and dimensions, trimming, removal
of surface water from trenches, back filling and surplus
excavated material disposed of and dressed within 50
ft. (15 m) lead:- gravel & shingle
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
CONSTRUCTION OF SULLAGE CARRIER SIZE 1½’ X 1½’
17 3 10 7000.00 Cft %0 Cft 5705.55 39939
18 6 3-f 1155.00 Cft % Cft 10108.55 116754
19 7 4-i 2250.00 Cft % Cft 22975.65 516952
20 6 5-f 438.00 Cft % Cft 22784.80 99797
21 11 8-b 5000.00 Sft % Sft 2196.45 109823
22 6 6-c 90.00 Cft P-Cft 379.60 34164
23 6 9 234.95 Kgs % Kg 15929.35 37426
24 1 1 464.64 Cft % Cft 1186.20 5512
CONSTRUCTION OF SOLING
25 317 a-b-
c3000.00 Cft %0 Cft 7003.00 21009
26 3 18-b 3000.00 Cft %0 Cft 450.65 1352
27 18 19 1825.00 Cft % Cft 19982.45 364680
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.)
Dressing and levelling of earhtwork to designed
section, etc. complete:- Ordinary or hard soil.
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.
Pacca brick work in foundation and plinth in cement,
sand mortar:- Ratio 1:5.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
mm) thick
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)
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):- (b) deformed bars
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. Lead upto
15 KM from Katha quarry.
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
CONSTRUCTION OF PCC SLAB
28 317 a-b-
c10008.00 Cft %0 Cft 7003.00 70086
29 3 24 c 10008.00 Cft %0 Cft 1066.05 10669
30 10 3 3854.40 Cft % Cft 4555.25 175578
31 6 5 f 3854.40 Cft % Cft 22784.80 878217
32 1 1 3391.87 Cft % Cft 1186.20 40234
NON STANDARDIZE ITEMSMINI TUBE WELL (300' DEEP) 06-Nos
33 N.S.R - 6.00 No Each 4000.00 24000
34 N.S.R - 12.00 Set P-Set 5000.00 60000
35 6.00 Set P-Set 115000.00 690000
Chap # Item #
TUFF PAVERS
1 317 a-b-
c1200.00 Cft %0 Cft 7003.00 8404
Rate to be
Quoted by the
Contractor
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.)
Sr.
No
MRS, 1st BI - Annual
- 2021 District
Khushab Description of Items Estimated
Quantity
Unit
of
Rate
Estimated
Rate
Name of Work:- Tuff Pavers, Construction of Surface Drain, Construction of Sullage Carrier, Construction of PCC
Slab & other allied work.
Estimated Bid Cost:- 15.596 Million 2% of Estimated/Bid Price 0.3119 Million Time Limit 12-Months
Providing and fixing suspension clamp for 4"i/d pipe made of M.S flat
iron 2" x 3/8" size and 1.5' long with 18" x 18" x 12" PCC block 4-No
5/8"i/d nuts & bolts.
Testing charges of water sample incuding carriage etc from PHED Lab
Khushab
Providing and installing of submersible pumps of 500-Gallons per
hour discharge against 275-ft head coupled with 01-BHP electric
motor (local made) as per site requirement including cost of high
density polyethylene riser pipe 325-ft, (1½”i/d) and all other allied
works such as where required at site including cost of plastic cover
clamps, cable conductor, steel rope PVC coated including cost of main
switch starter, ASD star delta, starter DOL 01-BHP including all
accessories and electric connection from nearest meter to motor etc
to the entire satisfaction of engineer in-charge complete in all respect
(Local made)
BID SCHEDULE Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC
SLAB / ROAD / STREET / JANAZAGAH UC
NAUSHEHRA DISTRICT KHUSHAB.
Compaction of earthwork (soft, ordinary or hard soil) Ramming
earthwork (all types of soil)
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.
Cement concrete plain including placing, compacting, finishing and
curing complete (including screening and washing of stone aggregate)
1:2:4.
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. Lead
upto 15 KM from Katha quarry.
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.)
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
2 3 24 c 1200.00 Cft %0 Cft 1066.05 1279
3 10 3 500.00 Cft % Cft 4555.25 22776
4 10 43 2000.00 Sft P-Sft 130.40 260800
CONSTRUCTION OF SURFACE DRAIN
5 3 10 1013.55 Cft %0 Cft 5705.55 5783
6 6 3-f 93.75 Cft % Cft 10108.55 9477
7 7 4-i 281.25 Cft % Cft 22975.65 64619
8 20 3-b 750.00 Sft % Sft 10195.00 76463
9 20 6-a 500.00 Rft P-Rft 111.75 55875
10 6 6-c 58.25 Cft P-Cft 379.60 22112
11 6 9 152.06 Kgs % Kg 15929.35 24222
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)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 (Grade-40)
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement
sand mortar Ratio (1:5).
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
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's drawing (excluding excavation):- a) Type I
Compaction of earthwork (soft, ordinary or hard soil)
Ramming earthwork (all types of soil)
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.
Providing and laying Tuff pavers, having 7000PSI,
crushing strength of approved manufacturer, over 2"
to 3" sand cushion i/c grouting with sand injoints i/c
finishing to requires lope. Complete in all respect.
(50% Grey / 50% Coloured) 80-mm thick
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
12 1 1 51.26 Cft % Cft 1479.70 758
CONSTRUCTION OF SULLAGE CARRIER SIZE 1½’ X 1½’
13 3 10 3500.00 Cft %0 Cft 5705.55 19969
14 6 3-f 577.50 Cft % Cft 10108.55 58377
15 7 4-i 1125.00 Cft % Cft 22975.65 258476
16 6 5-f 219.00 Cft % Cft 22784.80 49899
17 11 8-b 2500.00 Sft % Sft 2196.45 54911
18 6 6-c 30.00 Cft P-Cft 379.60 11388
19 6 9 78.32 Kgs % Kg 15929.35 12476
20 1 1 219.12 Cft % Cft 1479.70 3242
CONSTRUCTION OF PCC SLAB
21 317 a-b-
c23748.00 Cft %0 Cft 7003.00 166307
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.)
Pacca brick work in foundation and plinth in cement,
sand mortar:- Ratio 1:5.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
mm) thick
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)
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):- (b) deformed bars
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. Lead upto
35 KM from Katha quarry.
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. Lead upto
35 KM from Katha quarry.
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
22 3 24 c 23748.00 Cft %0 Cft 1066.05 25317
23 10 3 13061.40 Cft % Cft 4555.25 594979
24 6 5 f 13061.40 Cft % Cft 22784.80 2976014
25 1 1 11494.03 Cft % Cft 1479.70 170077
4587304
Chap # Item #
MINI TUBE WELL (300' DEEP) 06-Nos
1200.00 Rft P-Rft 492.88 591456
600.00 Rft P-Rft 492.88 295728
2 23 13 6.00 No Each 120.85 725
3 23 12 156.00 Rft P-Rft 298.50 46566
4 23 16 1656.00 Rft P-Rft 476.10 788422
5 23 18 170.22 Cft P-Cft 93.55 15924
6 23 8 12.00 Set P-Set 170.70 2048
7 23 17 72.00 Hrs P-Hrs 1399.15 100739
Providing and installing P.V.C. Bail/End plug, in
tubewell bore hole:- B.S.S. Class `D' 4" i/d (100 mm)
Providing and installing P.V.C. strainer B.S.S. Class `D'
in tubewell bore hole, including sockets and solvent,
etc complete:- 4" i/d (100 mm)
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. 4"
i/d (100 mm)
Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3
mm), around tubewell in bore hole.
Furnishing of water sample form bore hole.
Testing and developing of tubewell of size 6" (150
mm) i/d and above continuously. upto 1.5 cs.
Discharge
Rate to be
Quoted by the
Contractor
1 23 6
Boring for tubewell in shingle, gravel and rock,
including sinking and withdrawing of casing pipe:-
from ground level to 200 ft. (60 m) below ground level
12" to 18" (300 to 450 mm) i/d 6"i/d
Exceeding 200 ft. (60 m) depth below ground level:-
12"i/d to 18"i/d 6"i/d
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
BID SCHEDULE
Name of Scheme:- WATER SUPPLY SCHEME / DRAINAGE / PCC
SLAB / ROAD / STREET / JANAZAGAH UC
GUNJIAL SHUMALI DISTRICT KHUSHAB.
Name of Work:- Mini Tube Well, Construction of Surface Drain, Construction of Sullage Carrier, Construction of
Solong, Construction of PCC Slab & other allied work.
Estimated Bid Cost:- 17.890 Million 2% of Estimated/Bid Price 0.3578 Million Time Limit 12-Months
Compaction of earthwork (soft, ordinary or hard soil)
Ramming earthwork (all types of soil)
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.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
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. Lead upto
35 KM from Katha quarry.
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
8 3 7 4800.00 Cft %o Cft 14491.05 69557
CONSTRUCTION OF SURFACE DRAIN
9 3 10 1013.55 Cft %0 Cft 5705.55 5783
10 6 3-f 93.75 Cft % Cft 10108.55 9477
11 7 4-i 281.25 Cft % Cft 22975.65 64619
12 20 3-b 750.00 Sft % Sft 10195.00 76463
13 20 6-a 500.00 Rft P-Rft 111.75 55875
14 6 6-c 46.60 Cft P-Cft 379.60 17689
15 6 9 121.65 Kgs % Kg 15929.35 19378
16 1 1 41.01 Cft % Cft 1186.20 486
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's drawing (excluding excavation):- a) Type 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)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 (Grade-40)
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. Lead upto
15 KM from Katha quarry.
Earthwork excavation in open cutting upto 5'-0" (1.5
m) depth for storm water channels, drains, sullage
drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect existing
works, shuttering and timbering the trenches, dressed
to designed level and dimensions, trimming, removal
of surface water from trenches, back filling and surplus
excavated material disposed of and dressed within 50
ft. (15 m) lead:- gravel & shingle
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
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement
sand mortar Ratio (1:5).
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
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
CONSTRUCTION OF SULLAGE CARRIER SIZE 1½’ X 1½’
17 3 10 7000.00 Cft %0 Cft 5705.55 39939
18 6 3-f 1155.00 Cft % Cft 10108.55 116754
19 7 4-i 2250.00 Cft % Cft 22975.65 516952
20 6 5-f 438.00 Cft % Cft 22784.80 99797
21 11 8-b 5000.00 Sft % Sft 2196.45 109823
22 6 6-c 90.00 Cft P-Cft 379.60 34164
23 6 9 234.95 Kgs % Kg 15929.35 37426
24 1 1 464.64 Cft % Cft 1186.20 5512
CONSTRUCTION OF SOLING
25 317 a-b-
c3000.00 Cft %0 Cft 7003.00 21009
26 3 18-b 3000.00 Cft %0 Cft 450.65 1352
27 18 19 1825.00 Cft % Cft 19982.45 364680
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. Lead upto
15 KM from Katha quarry.
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.)
Dressing and levelling of earhtwork to designed
section, etc. complete:- Ordinary or hard soil.
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.
Cement concrete brick or stone ballast 1½ " to 2"
gauge, in foundation and plinth:- Ratio 1:7:20
Pacca brick work in foundation and plinth in cement,
sand mortar:- Ratio 1:5.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13
mm) thick
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)
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):- (b) deformed bars
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
Chap # Item #
Rate to be
Quoted by the
Contractor
Sr.
No
MRS, 2nd BI-
ANNUAL-2021
(01.07.2021 to
31.12.2021)Description of Items
Estimated
Quantity
Unit
of
Rate
Estimated
Rate
CONSTRUCTION OF PCC SLAB
28 317 a-b-
c10008.00 Cft %0 Cft 7003.00 70086
29 3 24 c 10008.00 Cft %0 Cft 1066.05 10669
30 10 3 3854.40 Cft % Cft 4555.25 175578
31 6 5 f 3854.40 Cft % Cft 22784.80 878217
32 1 1 3391.87 Cft % Cft 1186.20 40234
NON STANDARDIZE ITEMSMINI TUBE WELL (300' DEEP) 06-Nos
33 N.S.R - 6.00 No Each 4000.00 24000
34 N.S.R - 12.00 Set P-Set 5000.00 60000
35 6.00 Set P-Set 115000.00 690000
11009696
Providing and fixing suspension clamp for 4"i/d pipe
made of M.S flat iron 2" x 3/8" size and 1.5' long with
18" x 18" x 12" PCC block 4-No 5/8"i/d nuts & bolts.
Testing charges of water sample incuding carriage etc
from PHED Lab Khushab
Providing and installing of submersible pumps of 500-
Gallons per hour discharge against 275-ft head
coupled with 01-BHP electric motor (local made) as
per site requirement including cost of high density
polyethylene riser pipe 325-ft, (1½”i/d) and all other
allied works such as where required at site including
cost of plastic cover clamps, cable conductor, steel
rope PVC coated including cost of main switch starter,
ASD star delta, starter DOL 01-BHP including all
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.)
Compaction of earthwork (soft, ordinary or hard soil)
Ramming earthwork (all types of soil)
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.
Cement concrete plain including placing, compacting,
finishing and curing complete (including screening and
washing of stone aggregate) 1:2:4.
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. Lead upto
15 KM from Katha quarry.
Khushab Khushab
Contractor Divisional Head Draftsman Executive Engineer
Public Health Engineering Division Public Health Engineering Division