page 1 d.n.ieproc.punjab.gov.pk/biddingdocuments/50484956/4851/...2018-03-0214 11 9-b cement plaster...

1.U.C Gojra and Bosal Executive Engineer

D.N.I.T

Name of Work:CONSTRUCTION OF PCC / SEWERAGE / DRAINAGE / SOLING IN UC GOJRA, BOSAL IN DISTRICT MANDI BAHAUDDIN.

(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)Approximate Cost:

Earnest Money:

MRS B-I ANNUAL PERIOD 1st January 2018 to 30th June 2018

Sr.No. Chapter No Item No.

CONSTRUCTION 0F SURFACE DRAINS 21670Rft

1 3 10-i

2 6 3-d

3 7 4-i

4 20 1-bii

5 20 3-b

6 20 6-a

7 6 6 (a-ii) 3

8 1 1

9 6 9-b

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 300 Rft

10 3 10-i

11 6 3-d

12 7 4-i

13 6 5-F

14 11 9-b





15 6 6 (a-ii) 3

16 1 1

17 6 9-b





18 3 10-i

19 6 3-d

20 7 4-i

21 6 5-F

22 11 9-b

23 6 6 (a-ii) 3

24 1 1

25 6 9-b

26 3 1+17 (a+b)

27 18 19

28 4 29

29 6 3-d

30 6 5-f

31 1 1

32 3 42 (i)

33 7 30




3421 3

35 3 13-b

36 23 22-I-d

37 25 10

38 13 5-d-i+ii

39 13 10

40 3 10-i

41 6 5-f




42 1 1

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.00' (35.No.)

43 3 42-i-ii

44 6 2

45 6 3-d

46 7 7

47 7 7

48 6 5-f

49 1 1

50 11 4-b

51 21 9

52 21 15-a

53 21 13

CONSTRUCTION OF GULY GRATTING 12"X12" (25.No.)

54 3 42

55 7 30

56 21 1-iii

57 3 13-a

58 21 7-b




59N.S

60

CONDITIONS.1 Conditional tenders/rates will not be entertained

2 Construction schedule towards completion of work should be provided by the contractor within one week of the issuance of acceptance letter.

3 Work must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically

4 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.

5

6

7

8 Final payment will be released after testing of installed pumping machinery and laid pipelines including C.I specials as carried out as per specification.

9 All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

10

Rate to be quoted by the contractor on Technically sanctioned

Estimate__________________% above / below.

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.Any omission of the completion / error there in, for interpretation will be referred to standardized rates posted at website by finance department during MRS B-I ANNUAL PERIOD 1st January 2018 to 30th

June 2018 For Distt: M.B.Din 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.

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.


D.N.I.TCONSTRUCTION OF PCC / SEWERAGE / DRAINAGE / SOLING IN UC GOJRA, BOSAL IN DISTRICT MANDI BAHAUDDIN.

(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)36.197 Million

0.724 Million Time Limits :(24.Months)MRS B-I ANNUAL PERIOD 1st January 2018 to 30th June 2018

Description of Items Qty: Unit

CONSTRUCTION 0F SURFACE DRAINS 21670Rft

11019.20 P%oCft

6501.00 P%Cft

Pacca brick work in foundation and plinth in:-Cement, sand mortar:-Ratio 1:5 4875.75 P%Cft

17336 P%Rft

19503.00 P%Sft

21670 P/Rft

582.50 P/Cft

512.60 P%Cft

1783.97 P%Kg


2058.75 P%oCft

371.25 P%Cft


157.67 P%Cft

Cement Plaster 1/2 thick 1:4 750.00 P%Sft

Earth work excavation in irrigation channels drain etc to designed section grades and profiles excavated material disposed off and dressed within 50ft (15m) lead ordinery soil.

Cement concrete Brick or stone ballast 1.5" to 2"(40mm to 50mm) gauge, in foundation and plinth:- ratio 1:6:12 etc complete with all respect.

Tega formed of pacca bricks 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:- B) 4½" thick (113 mm) ii) ratio 1:5

Pacca brick work on edge laid in reimbursement in Cement sand mortar on sides drains and on other works where required all joints to be completely filled and struck flush 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 IProviding 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)

Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by truck or by any other. 0 TO 99 km (Ch.1, It.1)

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 (Grade-40)


Cement concrete Brick or stone ballast 1.5" to 2" gauge in foundation and plinth ratio 1:6:12 etc complete with all respect.

Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4



130.00 P/Cft

114.40 P%Cft

398.14 P%Kg

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)






1275.00 P%oCft

280.50 P%Cft


131.36 P%Cft

Cement Plaster 1/2 thick 1:4 500.00 P%Sft

93.75 P/Cft

82.50 P%Cft

287.12 P%Kg

Brick Pavement

25119.6 P%oCft

9296.56 P%Cft

P.C.C PAVEMENT

Dismantling brick or flagged flooring with out concrete foundation 61520.00 P%Cft

73656.80 P%Cft

73656.80 P%Cft

64817.98 P%Cft

R.C.C SEWER

53491.55 %o Cft

Supply and filling sand under floor etc. 7803.95 P%Cft


Cement concrete Brick or stone ballast 1.5" to 2" gauge in foundation and plinth ratio 1:6:12 etc complete with all respect.



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)



Earth work excavation undressed lead upto a single throw of kassi phaorah or shovel in ordinery soil. Transportation of of earth all types when the total distance including the lead coverd in the item of work is more then 1000ft and(a)upto 1/4 mile.(b) for every 330 ft additional lead or part thereof beyond 1/4 mile upto one mile. (1.6km).

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" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 7:20

Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate).


Earthwork excavation in open cutting for sewers and manholes as shown 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 shishingle, gravel and rock:- 0-7' depth



12" i/d = 3334.00 P.Rft

Rehandling of earth work excavation lead upto 50 ft taken 80% of excavation. 42793.24 %o Cft

SIGN BOARD SIZE 4X3 = 2.No. 2

56 P.Rft

29.84 P%Kg

48.64 P%SftWriting letter or figure per letter per inches (25mm) height. 600 P.Words

15.76 P%oCft

15.66 P%Cft

Providing and laying R.C.C. pipe sewers, moulded with cement concrete 1:1½:3 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 rubber ring cutting pipes where necessary, testing, etc.,

complete.

Providing laying cutting jointing G.I pipe using for making of sign board size 1 ½" including welding complete with all respect.

Fabrication of heavy steel working with Tees flat iron round iron and sheet iron for making trusses girder’s etc including cutting drilling reverting handling assembling and fixing but excluding erection in position etc with all respect. Providing and assembling of M.S sheet with size of 4' x 3' with 1/16" SWG. Providing assembling angle iron size 1 ½" x 1 ½"

Preparing of surface of painting guard bars, gates of iron bars gratings railing (including standards braces etc) and in similar open work. Including preming coat. 2coat of paint

Earth work excavation in irrigation channels drain etc to designed section grades and profiles excavated material disposed off

and dressed within 50ft (15m) lead ordinery soil.

Cement concrete plain including placing, compacting, finishing and curing complete (including screening and

washing of stone aggregate):(f) Ratio 1: 2: 4



13.78 P%Cft

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.00' (35.No.) 35

10825.19 P%oCft

Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.1546.44 P%Cft

778.40 P%Cft

Pacca brick work other than building upto 10ft. (3 m) height in cement sand mortar ratio 1:3.1506.05 P%Cft

Extra for pacca brick work in circular massionery. 1506.05 P%Cft

566.30 P%Cft

498.40 P%Cft

Cement Neru plaster 1:2 (cement and sand) upto 20' (6.00 m) height:- b) ½" (13 mm) thick2406.60 P%Cft

Extra for making finishing benching floor work in manhole. 439.95 P%Cft

35.00 Each

70.00 Each

CONSTRUCTION OF GULY GRATTING 12"X12" (25.No.) 25.00

3929.50 P%oCft

Supply and filling sand under floor etc. 656.13 P%Cft

400.00 P.RftRehandling of earth work excavation lead upto 50ft taken 80% of excavation. 3143.60 P%oCft

25.00 Each


Earthwork excavation in open cutting for sewers and manholes as shown 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 shishingle, gravel and rock:- 0-7' depth

Brick or stone ballast 1.5" to 2" gauge in foundation and plinth ratio 1:6:12 etc complete with all respect.

Cement concrete plain i/c compacting finishing and curing complete i/c screening & washing of stone

aggregate. (1:2:4). For benching of manhole.Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by truck or by any other. 0 TO 99 km (Ch.1, It.1)

Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with tee shaped C.I frame of 22" i/d

( frame weighing 37.324kg or one maund as per standard drawing STD/PD No. 6, of 1977 complete

in all respect.Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including

carriage and setting the same in work to correct lines and levels.

Earthwork excavation in open cutting for sewers and manholes as shown 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:- 0-7' ft depth

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, 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 pipes where necessary, finishing and testing, etc., complete. 9" i/d

Construction of Standard gully gratting chamber 12" x 12" (300x300mm) complete with all respect concrete gully trap.



NON-STANDARDIZED ITEMSP.C.C PAVEMENT

Deduction of old Metrial

Olds Bricks 188103.55 P%oNos

Brick Bats. 8957.31 P%Cft

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

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.

Final payment will be released after testing of installed pumping machinery and laid pipelines including C.I specials as carried out as per specification.

All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

Rate to be quoted by the contractor on Technically sanctioned

Estimate__________________% above / below.

Contractor_________________Executive Engineer

Public Health Engineering DivisionMandi Bahauddin.


for completion of work.Any omission of the completion / error there in, for interpretation will be referred to standardized rates posted at website by finance department during MRS B-I ANNUAL PERIOD 1st January 2018 to 30th


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.




D.N.I.TCONSTRUCTION OF PCC / SEWERAGE / DRAINAGE / SOLING IN UC GOJRA, BOSAL IN DISTRICT MANDI BAHAUDDIN.

(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)

Time Limits :(24.Months)MRS B-I ANNUAL PERIOD 1st January 2018 to 30th June 2018

4898.8 53981

10495.35 682303

18545.55 904235

5763.05 999082

8235.75 1606218

103.50 2242845

254.05 147984

2612.20 13390

11040.45 196958CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 300 Rft

4898.8 10085

10495.35 3896418545.55 187774

21881.65 345011789.45 13421

Estimated Rates

Rate to be quoted by the

Contractor


Estimated Rates


Contractor

254.05 33027

2612.20 2988

11040.45 43956


Estimated Rates


Contractor


4898.8 6246

10495.35 2943918545.55 125182

21881.65 287441789.45 8947

254.05 23817

2612.20 2155

11040.45 31699

5776.70 145108

15845.55 1473091

517.90 318612.0

9211.95 6785228.0

21881.65 16117323.0

2612.20 1693175.0

5353.1 286346.0

1693.90 132191.0


Estimated Rates


Contractor

413.85 1379776.01523.30 65187.0

189.70 10623.0

12696.90 3789.0

764.95 372.0

11.50 6900.0

4898.80 77.0

21881.65 3427.0


Estimated Rates


Contractor

2612.22 360

5353.10 57948.0

3802.90 58810.0

10495.35 81696.0

20341.25 306349.01582.90 23839.0

21881.65 123916.0

2612.20 13019.0

2007.10 48303.01591.65 7002.0

7168.75 250906.0

251.05 17574.0

5353.10 21035.0

1693.90 11114.0

352.20 140880.0

1523.30 4789.0

2888.50 72213.0


Estimated Rates


Contractor

37128919

4000.00 752414.0

2000.00 179146.0931560.036197359.0

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

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.

Final payment will be released after testing of installed pumping machinery and laid pipelines including C.I specials as carried out as per specification.

All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.


Any omission of the completion / error there in, for interpretation will be referred to standardized rates posted at website by finance department during MRS B-I ANNUAL PERIOD 1st January 2018 to 30th


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-



2.VILLAGE BOSAL Executive Engineer

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 24-01-2018 FOR RURAL SEWERAGE / DRAINAGE SCHEME VILLAGE BOSAL, TEHSIL MALIKWAL DISTRICT M.B.Din.

(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)Approximate Cost: 9.174 Million Earnest Money:

MRS B-I ANNUAL PERIOD 1st August 2015 to 31 January 2016

Sr.

No.

Ch

ap

ter

No

Item

No.

Discription of ItemsESTIMATED COST

Quantity Unit Rate

CONSTRUCTION OF SURFACE DRAINS =974 Rft

1 3 10-I495.30 P%oCft 3812.15

2 6 3-d 292.22 P%Cft 9271.8

3 7 4-i Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5 219.19 P%Cft 17403.6

4 20 1-b-ii

779.00 P%Rft 5289

5 20 3-b876.75 P%Sft 7564.85

6 20 6-a

974.00 P.Rft 88.30

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" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12

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;-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 1:5Constructing 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.


Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate

7 6 6-a-ii-c

139.80 P.Cft 221.10

8 1 1123.02 P%Cft 2168.70

9 6 9-b428.15 P%Kg 11000.1

SULLAGE CARRIER 1.0'x1.0'= 300 Rft

10 3 10-I900 P%oCft 3812.15

11 6 3-d225.00 P%Cft 9271.8


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) (Ch: 6 item 6-a-ii-c)Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by truck or by any other. 0 TO 88 km (Ch.1, It.1)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.

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:- ordinaryCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12


Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate

12 7 4-iPacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5

450 P%Cft 17403.6

13 6 5-fCement concrete plain i/c placing, compacting, finishing and curing of stone aggregate 1:2:4

120.24 P%Cft 18886.55

14 11 9-b Cement plaster ratio of 1:4 thick 1/2" cemant mortor. 498.00 P%Sft 1489.25

15 6 6-a-ii-c

25.00 P.Cft 221.1

16 1 1127.81 P%Cft 2168.70

17 6 9-b76.57 P%Kg 11000.1

BRICK PAVEMENT

18 3

5645.58 P%oCft 4252.8

19 18 191849.12 P%Cft 14908.25

P.C.C PAVEMENT

20 4 29 Dismantling brick or flagged flooring with out concrete foundation 12200.00 P%Cft 403.90

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) (Ch: 6 item 6-a-ii-c)Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by truck or by any other. 0 TO 88 km (Ch.1, It.1)

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.

1-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.)

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.


Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate

21 6 3-d 10546.10 P%Cft 8052.65

22 6 5-f10546.10 P%Cft 18886.55

23 1 19280.57 P%Cft 2168.70

R.C.C SEWER

24 342 (i)

126346.38 %o Cft 4251.542-ii 7-15Ft 8960.32 %o Cft 7134.15

25 7 30 Supply and filling sand under floor etc. 13036.95 P%Cft 1338.00

26 21 3

12" i/d = 5568.00 P.Rft 398.0515" i/d = 388.00 P.Rft 488.55

27 3 13-bRehandling of earth work excavation lead upto 50 ft taken 80% of excavation. 108245.36 %o Cft 1188.00


28 3 42-i-ii17938.88 P%oCft 4251.50

7'-15' ft depth 5561.04 P%oCft 7134.15

29 6 2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.2562.67 P%Cft 3300.00

30 6 3-d1289.92 P%Cft 9271.80

31 7 7Pacca brick work other than building upto 10ft. (3 m) height in cement sand mortar ratio 1:3.

3904.56 P%Cft 19051.40




Earth work excavation open cutting for sewers and manholes showing in drawing etc. complete 0-7 ft Depth.

Providing and laying R.C.C. pipe sewers, moulded with cement concrete 1:1½:3 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 rubber ring cutting pipes where necessary, testing,

etc., complete.

Earthwork excavation in open cutting for sewers and manholes as shown 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 shishingle, gravel and rock:- 0-7' depth



Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate32 7 7 Extra for pacca brick work in circular massionery. 3904.56 P%Cft 1394.90

33 6 5-f938.44 P%Cft 18886.55

34 1 1

825.92 P%Cft 2168.70

35 11 4-bCement Neru plaster 1:2 (cement and sand) upto 20' (6.00 m) height:- b) ½" (13 mm) thick

6163.08 P%Cft 1705.5036 21 9 Extra for making finishing benching floor work in manhole. 729.06 P%Cft 1347.15

37 21 15-a

58.00 Each 4396.20

38 21 13232.00 Each 234.25


39 3 42-i-ii1122.72 P%oCft 4251.50

7'-15' ft depth 340.47 P%oCft 7134.1540 6 2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. 160.38 P%Cft 3300.00

41 6 3-d61.68 P%Cft 9271.80

42 7 7Pacca brick work other than building upto 10ft. (3 m) height in cement sand mortar ratio 1:3.

197.28 P%Cft 19051.4043 7 7 Extra for pacca brick work in circular massionery. 197.28 P%Cft 1394.90

44 6 5-f51.96 P%Cft 18886.55

Cement concrete plain i/c compacting finishing and curing complete i/c screening & washing of

stone aggregate. (1:2:4). For benching of manhole.Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime

(unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by

truck or by any other. 0 TO 88 km (Ch.1, It.1)

Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with tee shaped C.I frame of 22"

i/d ( frame weighing 37.324kg or one maund as per standard drawing STD/PD No. 6, of 1977

complete in all respect.Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers,

including carriage and setting the same in work to correct lines and levels.



removing surface water, in all types of soil except shishingle, gravel and rock:- 0-7' depth


Cement concrete plain i/c compacting finishing and curing complete i/c screening & washing of

stone aggregate. (1:2:4). For benching of manhole.


Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate

45 1 1

45.72 P%Cft 2168.70

46 11 4-bCement Neru plaster 1:2 (cement and sand) upto 20' (6.00 m) height:- b) ½" (13 mm) thick

312.21 P%Cft 1705.5047 21 9 Extra for making finishing benching floor work in manhole. 37.71 P%Cft 1347.15

48 21 15-a3.00 Each 4396.20

49 21 1312.00 Each 234.25


50 3 42

3929.50 P%oCft 4251.5051 7 30 Supply and filling sand under floor etc. 656.13 P%Cft 1338.00

52 21 1-iii

400.00 P.Rft 329.9053 3 13-a Rehandling of earth work excavation lead upto 50ft taken 80% of excavation. 3143.60 P%oCft 1188.00

54 21 7-b25.00 Each 2684.95

Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime

(unslaked), surkhi, etc. or 150 means owned by the contractor. Cft. (4.25 cu.m) of timber, by

truck or by any other. 0 TO 88 km (Ch.1, It.1)

Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with tee shaped C.I frame of 22" i/d ( frame weighing 37.324kg or one maund as per standard drawing STD/PD No. 6, of 1977 complete in all respect.Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers,

including carriage and setting the same in work to correct lines and levels.



removing surface water, in all types of soil except shingle, gravel and rock:- 0-7' ft depth

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, 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 pipes where necessary, finishing and testing, etc., complete.

9" i/d



Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate

NON-STANDARDIZED ITEMSR.C.C SEWER

55 N.S1181.58 P.Cft 73.89

P.C.C PAVEMENT

Deduction of old Metrial Total:-

56N.S Olds Bricks 37302.72 P%oNos 3500.00

57 Brick Bats. 1776.32 P%Cft 1800.00

Total:-

G.Total:-

Executive EngineerPublic Health Engineering Division

Mandi Bahauddin.

Providing placing crush stone size 1/4" to 1" in trenches i/c local carriage leveling and dressing in proper section complete in all respect.

As per comparative statement the bid value of lowest bidder M/S Qaisar Farooq Ranjha Government Contractor come to Rs.9578765/-against T.S estimate provision Rs.9174186/-excess/ has come to Rs.404579/-or 4.41 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Qaisar Farooq Ranjha Government Contractor recommended for approval please.



(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)0.184 Million Time Limits :(4.Months)


ESTIMATED COST

RATES QUOTED BY THE CONTRACTORS

Amount Rate Amount Rate Amount

1888.0 3980.27 1971.0 3982.93 1973.00

27094.0 9680.69 28289.0 9687.18 28308.00

38147.0 18171.10 39829.0 18183.28 39856.00

41201.0 5522.24 43018.0 5525.95 43047.00

66325.0 7898.46 69250.0 7903.76 69296.00

86004.0 92.19 89797.0 92.26 89857.00

M/S Qaisar Farooq Ranjha Govtt: Contractor (4.41% Above on MRS (1st August 2015 to 31st January

2016)

M/S Tajassar Nazir Gondal Govtt: Contractor (4.48% Above on MRS (1st August 2015 to 31st January

2016)


ESTIMATED COST




2016)


2016)

30910.0 230.85 32273.0 231.01 32295.00

2668.0 2264.34 2786.0 2265.86 2788.00

47097.0 11485.20 49174.0 11492.90 49207.00

3431.0 3980.27 3582.0 3982.93 3585.00

20862.0 9680.69 21782.0 9687.18 21797.00


ESTIMATED COST




2016)


2016)

78316.0 18171.10 81770.0 18183.28 81825.00

22709.0 19719.45 23710.0 19732.67 23726.00

7416.0 1554.93 7743.0 1555.97 7748.00

5528.0 230.85 5772.0 231.01 5776.00

2772.0 2264.34 2894.0 2265.86 2896.00

8423.0 11485.20 8794.0 11492.90 8800.00

24010.0 4440.35 25069.0 4443.33 25086.00

275671.0 15565.70 287828.0 15576.14 288021.00

49276.0 421.71 51449.0 421.99 51484.00


ESTIMATED COST




2016)


2016)

849241.0 8407.77 886693.0 8413.41 887287.00

1991794.0 19719.45 2079632.0 19732.67 2081026.00

201268.0 2264.34 210144.0 2265.86 210285.00

537162.0 4438.99 560851.0 4441.97 561227.00

63924.0 7448.77 66743.0 7453.76 66788.00

174434.0 1397.01 182127.0 1397.94 182249.00

2216342.0 415.60 2314083.0 415.88 2315634.00

189557.0 510.10 197916.0 510.44 198049.00

128595.0 1240.39 134266.0 1241.22 134356.00

76267.0 4438.99 79630.0 4441.97 79684.00

39673.0 7448.77 41423.0 7453.76 41450.00

84568.0 3445.53 88297.0 3447.84 88357.00

119599.0 9680.69 124873.0 9687.18 124957.00

743873.0 19891.57 776678.0 19904.90 777199.00


ESTIMATED COST




2016)


2016)

54465.0 1456.42 56867.0 1457.39 56905.00

177239.0 19719.45 185055.0 19732.67 185179.00

17912.0 2264.34 18702.0 2265.86 18714.00

105111.0 1780.71 109746.0 1781.91 109820.00

9822.0 1406.56 10255.0 1407.50 10262.00

254980.0 4590.07 266225.0 4593.15 266403.00

54346.0 244.58 56743.0 244.74 56781.00

4773.0 4438.99 4983.0 4441.97 4987.00

2429.0 7448.77 2536.0 7453.76 2538.00

5293.0 3445.53 5526.0 3447.84 5530.00

5719.0 9680.69 5971.0 9687.18 5975.00

37585.0 19891.57 39242.0 19904.90 39269.00

2752.0 1456.42 2873.0 1457.39 2875.00

9813.0 19719.45 10246.0 19732.67 10253.00


ESTIMATED COST




2016)


2016)

992.0 2264.34 1036.0 2265.86 1036.00

5325.0 1780.71 5560.0 1781.91 5564.00

508.0 1406.56 530.0 1407.50 531.00

13189.0 4590.07 13771.0 4593.15 13780.00

2811.0 244.58 2935.0 244.74 2937.00

16706.0 4438.99 17443.0 4441.97 17454.00

8779.0 1397.01 9166.0 1397.94 9172.00

131960.0 344.45 137779.0 344.68 137872.00

3735.0 1240.39 3900.0 1241.22 3902.00

67124.0 2803.36 70084.0 2805.24 70131.00


ESTIMATED COST




2016)


2016)

87307.0 77.15 91157.0 77.20 91218.00

9336720 9748467 9755007

130560.0 3654.35 136318.0 3656.80 136409.00

31974.0 1879.38 33384.0 1880.64 33406.00162534.0 169702.0 169815.0

9174186.0 9578765.0 9585192.0

M/S Qaisar Farooq Ranjha Government Contractor come to Rs.9578765/-against T.S estimate provision Rs.9174186/-excess/ or 4.41 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Qaisar Farooq Ranjha Government Contractor recommended for

VILLAGE BOSAL Executive Engineer Superintending Engineer--


(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)Approximate Cost: 87.365 Million Earnest Money: 1.747 Million


Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate

CONSTRUCTION OF SURFACE DRAINS =9077 Rft

1 3 10-I

4615.62 P%oCft 3812.15 17595.0 3983.316

2 6 3-d2723.06 P%Cft 9271.8 252477.0 9688.104

3 7 4-i2042.25 P%Cft 17403.6 355425.0 18185

4 20 1-b-ii

7262.00 P%Rft 5289 384087.0 5526.476

5 20 3-b

8169.00 P%Sft 7564.85 617973.0 7904.512

M/S Muhammad Javed Khan Govtt: Contractor (4.49%

Above on MRS (1st August 2015 to 31st January 2016)

Sub Head No.I Sub Work No.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.


Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5

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;-

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


6 20 6-a

9077.00 P.Rft 88.30 801499.0 92.26467

7 6 6-a-ii-c

410.08 P.Cft 221.10 90669.0 231.0274

8 6 9-b

1255.92 P%Kg 11000.1 138152.0 11494

9 1 1

360.87 P%Cft 2168.70 7826.0 2266.075

Sub Head No.2 BRICK PAVEMENT 0

10 3

16459.38 P%oCft 4887.0 80437.0 5106.426

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.

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) (Ch: 6 item 6-a-ii-c)

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.


1-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.)


11 18 19

4071.27 P%Cft 14908.25 606955.0 15577.63

Sub Head No.3 P.C.C PAVEMENT 0

12 4 29Dismantling brick or flagged flooring with out concrete foundation 51208.00 P%Cft 403.90 206829.0 422.0351

13 6 3-d39156.50 P%Cft 8052.65 3153136.0 8414.214

14 6 5-f39156.50 P%Cft 18886.55 7395312.0 19734.56

15 1 1

34457.72 P%Cft 2168.70 747285.0 2266.075






Sub Head No.4 R.C.C SEWER 0

16 4 4538557.50 P.% Cft 950.40 366450.0 993.073

17 342 (i)

847413.70 %o Cft 4251.5 3602779.0 4442.39242-ii 7-15Ft 899913.01 %o Cft 7134.15 6420114.0 7454.47342-iii Above of 15" i/d 449758.78 %o Cft 9034.95 4063548.0 9440.619

18 21 3

0

21" i/d = 6276.00 P.Rft 681.55 4277408.0 712.1516

27" i/d = 3200.00 P.Rft 1125.35 3601120.0 1175.878

30" i/d = 17210.00 P.Rft 1206.2 20758702.0 1260.358

19 3 13-b1757668.40 %o Cft 1188.00 2088110.0 1241.341

20 21 12-c

38557.50 %Sft 3646.15 1405864.0 3809.862

OUT FALL STRICTURE 1.NO 0

21 3 21-b

263.25 P%oCft 5005.45 1318.0 5230.195

22 6 3-b42.25 P%Cft 11100.25 4690.0 11598.65

23 7 4-i215.68 P%Cft 19051.40 41090.0 19906.81

24 11 18-b Cement pointing struck joint ratio of 1:2. 105.00 P%Sft 1600.00 1680.0 1671.84

25 6 5-f5.94 P%Cft 18886.55 1122.0 19734.56

Dismantling and removing road metaling i/c separating and screening of agregate.


Providing and laying R.C.C. pipe sewers, moulded with cement concrete 1:1½:3 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 rubber ring cutting pipes where necessary, testing, etc., complete.

Rehandling of earth work excavation lead upto 50 ft taken 80% of excavation.

Restoration of metalled road, on laid service line, including compaction:- c) Black Topped Road with two coats of surfacing & 10" (250 mm) depth of stone metal, for sub base & base.

Excavation in foundation of building, bridges and other 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.

Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (f) Ratio 1: 4:8

Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:3



26 6 6-ii-c

36.90 P/Cft 221.10 8159.0 231.0274

27 1 1

37.70 P%Cft 2168.70 818.0 2266.075

28 6 9-b

113.01 P%Kg 11000.10 12431.0 11494

29 6 2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. 67.73 P%Cft 3300.00 2235.0 3448.17


303 42-i-ii

11601.50 P%oCft 4251.50 49324.0 4442.392

7'-15' ft depth 11478.68 P%oCft 7134.15 81891.0 7454.473


32 6 3-d857.77 P%Cft 9271.80 79531.0 9688.104

33 7 74632.33 P%Cft 19051.40 882524.0 19906.81

34 7 7 Extra for pacca brick work in circular massionery. 4632.33 P%Cft 1394.90 64616.0 1457.531

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:-





Pacca brick work other than building upto 10ft. (3 m) height in cement sand mortar ratio 1:3.


35 6 5-f565.75 P%Cft 18886.55 106851.0 19734.56

36 1 1

497.86 P%Cft 2168.70 10797.0 2266.075

37 11 4-b6074.14 P%Cft 1705.50 103594.0 1782.077

38 21 9Extra for making finishing benching floor work in manhole. 389.61 P%Cft 1347.15 5249.0 1407.637

39 21 15-a

31.00 Each 4396.20 136282.0 4593.589

40 21 13279.00 Each 234.25 65356.0 244.7678


413 42-i-ii

8797.60 P%oCft 4251.50 37403.0 4442.392

7'-15' ft depth 10054.40 P%oCft 7134.15 71730.0 7454.473

Above 15' ft depth 5052.32 P%oCft 9034.95 45647.0 9440.619


43 6 3-d641.44 P%Cft 9271.80 59473.0 9688.104

44 7 74126.56 P%Cft 19051.40 786167.0 19906.81


46 6 5-f522.88 P%Cft 18886.55 98754.0 19734.56

Cement concrete plain i/c compacting finishing and curing complete i/c screening & washing of stone aggregate. (1:2:4). For benching of manhole.


Cement Neru plaster 1:2 (cement and sand) upto 20' (6.00 m) height:- b) ½" (13 mm) thick

Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with tee shaped C.I frame of 22" i/d ( frame weighing 37.324kg or one maund as per standard drawing STD/PD No. 6, of 1977 complete in all respect.

Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.






47 1 1

460.16 P%Cft 2168.70 9979.0 2266.075

48 11 4-b5516.43 P%Cft 1705.50 94083.0 1782.077


50 21 15-a

16.00 Each 4396.20 70339.0 4593.589

51 21 13208.00 Each 234.25 48724.0 244.7678







523 42-i-ii

38489.50 P%oCft 4251.50 163638.0 4442.392

7'-15' ft depth 43988.00 P%oCft 7134.15 313817.0 7454.473

Above 15' ft depth 37540.00 P%oCft 9034.95 339172.0 9440.619


54 6 3-d2806.51 P%Cft 9271.80 260214.0 9688.104

55 7 727326.60 P%Cft 19051.40 5206100.0 19906.81


57 6 5-f2260.30 P%Cft 18886.55 426893.0 19734.56

58 1 1

1988.70 P%Cft 2168.70 43129.0 2266.075

59 11 4-b18191.11 P%Cft 1705.50 310249.0 1782.077


61 21 15-a

70.00 Each 4396.20 307734.0 4593.589

62 21 13

1050.00 Each 234.25 245963.0 244.7678










CONSTRUCTION OF GULY GRATTING 12"X12" (165.No.) 0

63 3 42

25934.70 P%oCft 4251.50 110261.0 4442.39264 7 30 Supply and filling sand under floor etc. 4330.43 P%Cft 1338.00 57941.0 1398.076

65 21 1-iii

2640.00 P.Rft 329.90 870936.0 344.7125

66 3 13-a20747.76 P%oCft 1188.00 24648.0 1241.341

67 21 7-b165.00 Each 2684.95 443017.0 2805.504

NON-STANDARDIZED ITEMS 0

R.C.C SEWER 0

68 N.S176468.62 P.Cft 73.89 13039266.0 77.20766

Earthwork excavation in open cutting for sewers and manholes as shown 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:- 0-7' ft depth

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, 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 pipes where necessary, finishing and testing, etc., complete. 9" i/d

Rehandling of earth work excavation lead upto 50ft taken 80% of excavation.


Providing placing crush stone size 1/4" to 1" in trenches i/c local carriage leveling and dressing in proper section complete in all respect. CONSTRUCTION OF DISTRIBOTERY CROSSING FOR 47" I/D 3/8" THICK M.S CASING PIPE, FOR 30" I/D FOR

DISTRIBOUTERY CROSSING AT NAKE WALA CHOWK


69

50.00 P.Rft 13480.00 674000.0 14085.25

BRICK PAVEMENT SOLING AND P.C.C PAVEMENT

Deduction of old Metrial TOTAL 87997699

70N.S Olds Bricks (83248+338140=421380) 156574.00 P%oNos 3500.00 548009.0 3657.15

71 Brick Bats.(8919+16102=25021) 7456.00 P%Cft 1150.00 85744.0 1201.635

TOTAL(-) 633753.0

G.TOTAL 87363946.0


Mandi Bahauddin.

Irrigation Distriboutery Crossing of 30" i/d R.C.C Sewer pipe with 47" i/d

3/8" thick M.S cassing pipe to be lowerd in horizontal position under

neath the Irrigation Distriboutery at required depth through 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 reqired capacity heavy duty 2 No. jack, chain pully block with

tripot. Rate further includes the providing and injecting cement sand slurry

ratio 1:2 between M.S. pipe on 30" RCC Sewer pipe including lowring of

R.C.C Sewer Pipe (Cost of RCC pipe not included) by mechnically means

through injecting pump including all safety measures, site clearance

complete in all repect to the entire satisfaction of Engineer In charge.

As per comparative statement the bid value of lowest bidder M/S Muhammad Javed Khan Government Contractor come to Rs.91286587./-against T.S estimate provision Rs.87363946/-excess/ has come to Rs.3922641/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Javed Khan Government Contractor recommended for approval please.



(Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st August 2015 to 31 January 2016RATES QUOTED BY THE CONTRACTORS


18385.0 4012.29 18519.00 4052.32 18703.00

263813.0 9758.57 265732.00 9855.92 268383.00

371384.0 18317.29 374085.00 18500.03 377817.00

401333.0 5566.67 404252.00 5622.21 408284.00

645720.0 7962.00 650417.00 8041.44 656905.00

M/S Muhammad Javed Khan Govtt: Contractor (4.49%

Above on MRS (1st August 2015 to 31st January 2016)

M/S Ch.Amjad Ali Govtt: Contractor (5.25% Above on MRS (1st August 2015 to 31st January

2016)

M/S Subhan Constt: Co Govett: Contractor (6.30% Above on

MRS (1st August 2015 to 31st January 2016)


837486.0 92.94 843578.00 93.86 851993.00

94740.0 232.71 95429.00 235.03 96381.00

144355.0 11577.61 145405.00 11693.11 146856.00

8177.0 2282.56 8237.00 2305.33 8319.00

0.0 0.00 0.00 0.00 0.00

84049.0 5143.57 84660.00 5194.88 85505.00


634207.0 15690.93 638820.00 15847.47 645193.00

0.0 0.00 0.00 0.00 0.00

216116.0 425.10 217688.00 429.35 219859.00

3294712.0 8475.41 3318676.00 8559.97 3351784.00

7727362.0 19878.09 7783566.00 20076.40 7861217.00

780838.0 2282.56 786517.00 2305.33 794364.00


0.0 0.00 0.00 0.00 0.00

382904.0 1000.30 385689.00 1010.28 389536.00

3764544.0 4474.70 3791925.00 4519.34 3829754.00

6708377.0 7508.69 6757170.00 7583.60 6824581.00

4246001.0 9509.28 4276884.00 9604.15 4319552.00

#VALUE! 0.00 #VALUE! 0.00 #VALUE!

4469464.0 717.33 4501972.00 724.49 4546885.00

3762810.0 1184.43 3790179.00 1196.25 3827991.00

21690768.0 1269.53 21848534.00 1282.19 22066500.00

2181866.0 1250.37 2197736.00 1262.84 2219661.00

1468987.0 3837.57 1479672.00 3875.86 1494433.00

0.0 0.00 0.00 0.00 0.00

1377.0 5268.24 1387.00 5320.79 1401.00

4901.0 11683.01 4936.00 11799.57 4985.00

42935.0 20051.60 43247.00 20251.64 43679.00

1755.0 1684.00 1768.00 1700.80 1786.00

1172.0 19878.09 1181.00 20076.40 1193.00


8525.0 232.71 8587.00 235.03 8673.00

855.0 2282.56 861.00 2305.33 870.00

12989.0 11577.61 13084.00 11693.11 13214.00

2335.0 3473.25 2352.00 3507.90 2376.00

0.0 0.00 0.00 0.00 0.00

51539.0 4474.70 51914.00 4519.34 52431.00

85568.0 7508.69 86190.00 7583.60 87050.00

57149.0 3473.25 57564.00 3507.90 58139.00

83102.0 9758.57 83706.00 9855.92 84541.00

922149.0 20051.60 928857.00 20251.64 938123.00

67517.0 1468.13 68008.00 1482.78 68687.00


111649.0 19878.09 112461.00 20076.40 113583.00

11282.0 2282.56 11364.00 2305.33 11477.00

108245.0 1795.04 109033.00 1812.95 110120.00

5485.0 1417.88 5525.00 1432.02 5580.00

142401.0 4627.00 143437.00 4673.16 144868.00

68290.0 246.55 68787.00 249.01 69473.00

0.0 0.00 0.00 0.00 0.00

39082.0 4474.70 39367.00 4519.34 39759.00

74951.0 7508.69 75496.00 7583.60 76249.00

47697.0 9509.28 48043.00 9604.15 48523.00

43336.0 3473.25 43651.00 3507.90 44087.00

62143.0 9758.57 62595.00 9855.92 63220.00

821466.0 20051.60 827441.00 20251.64 835696.00

60145.0 1468.13 60583.00 1482.78 61187.00

103188.0 19878.09 103939.00 20076.40 104976.00


10427.0 2282.56 10503.00 2305.33 10608.00

98307.0 1795.04 99022.00 1812.95 100010.00

4423.0 1417.88 4455.00 1432.02 4500.00

73497.0 4627.00 74032.00 4673.16 74770.00

50912.0 246.55 51282.00 249.01 51794.00


0.0 0.00 0.00 0.00 0.00

170985.0 4474.70 172229.00 4519.34 173947.00

327907.0 7508.69 330292.00 7583.60 333587.00

354401.0 9509.28 356979.00 9604.15 360540.00

189598.0 3473.25 190977.00 3507.90 192882.00

271898.0 9758.57 273875.00 9855.92 276607.00

5439854.0 20051.60 5479420.00 20251.64 5534084.00

398294.0 1468.13 401191.00 1482.78 405193.00

446060.0 19878.09 449305.00 20076.40 453787.00

45065.0 2282.56 45393.00 2305.33 45846.00

324179.0 1795.04 326537.00 1812.95 329795.00

19353.0 1417.88 19493.00 1432.02 19688.00

321551.0 4627.00 323890.00 4673.16 327121.00

257007.0 246.55 258876.00 249.01 261459.00


0.0 0.00 0.00 0.00 0.00

115212.0 4474.70 116050.00 4519.34 117207.00

60543.0 1408.25 60983.00 1422.29 61591.00

910041.0 347.22 916660.00 350.68 925805.00

25755.0 1250.37 25942.00 1262.84 26201.00

462908.0 2825.91 466275.00 2854.10 470927.00

0.0 0.00 0.00 0.00 0.00

0.0 0.00 0.00 0.00 0.00

13624729.0 77.77 13723827.00 78.55 13860740.00


704263.0 14187.70 709385.00 14329.24 716462.00

91948796.0 #VALUE! 92617578.00 93541554.00

572615.0 3683.75 576779.00 3720.50 582534.00

89594.0 1210.38 90246.00 1222.45 91146.00

662209.0 667025.00 673679.00

91286587.0 91950553.00 92867875.00

Superintending EngineerPublic Health Engineering Circle

Gujranwala

As per comparative statement the bid value of lowest bidder M/S Muhammad Javed Khan Government Contractor come to Rs.91286587./-against T.S estimate provision Rs.87363946/-excess/ has come to Rs.3922641/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Javed Khan Government Contractor recommended for approval please.

VILLAGE Ranseekay Executive Engineer

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 23-07-2015 FOR Sewerage / Drainage Scheme Ranseekay, Ranseekay Pulli, Chakora Tehsil Phalia District Mandi Bahauddin

( Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)

Approximate Cost: 9.710 Million Earnest Money: 0.194 Million Time Limits :(6.Months)MRS B-I ANNUAL PERIOD 1st Feb 2015 to 31 July 2015

Sr.

No.

Ch

ap

ter

No

Item

No.


Quantity Unit Rate Amount

Sub Head No.I CONSTRUCTION OF SURFACE DRAINS =2280 Rft


1 3 10-I

11960 P%oCft 3812.15 45593.0

2 6 3-d3384.00 P%Cft 9160.2 309981.0

3 7 4-i6993 P%Cft 16726.2 1169663.0

4 20 1-b-ii

1824 P%Rft 5100.45 93032.0

5 20 3-b

2052 P%Sft 7301.75 149832.0

6 20 6-a

2280 P.Rft 92.30 210444.0

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


Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5





Sr.

No.

Ch

ap

ter

No

Item

No.



7 6 5-f1802 P%Cft 20116.80 362505.0

8 11 9-b Cement plaster ratio of 1:4 thick 1/2" cemant mortor. 4320.00 P%Sft 1484.50 64130.0

9 6 6-a-ii-c

422.74 P.Cft 232.75 98393.0

10 6 9-b

1294.69 P%Kg 11272.15 145939.0

Sub Head No.2 BRICK PAVEMENT

12 3

16320.00 P%oCft 4854.6 79227.0

13 18 19

5940.48 P%Cft 14116.15 838567.0

Sub Head No.3 P.C.C PAVEMENT

14 4 29Dismantling brick or flagged flooring with out concrete foundation 3400 P%Cft 403.9 13733.0

Cement concrete plain i/c placing, compacting, finishing and curing of stone aggregate 1:2:4



1-b +17a+b




Sr.

No.

Ch

ap

ter

No

Item

No.



15 6 3-d850.00 P%Cft 7947.70 67555.0

16 6 5-f850.00 P%Cft 20116.80 170993.0

Sub Head No.4 R.C.C SEWER

17 4 29Dismantling brick or flagged flooring without concrete foundation. 10702 P%Sft 403.90 43225.0

18 4 451250.00 P.% Cft 950.40 11880.0

19 342 (i)

85878.92 %o Cft 4239.8 364109.042-ii 7-15Ft 12131.70 %o Cft 7116.75 86338.0

20 7 30Supplying and filling sand under floor: or plugging in wells. 5194.13 % Cft 1278.00 66381.0

21 21 3

12" i/d = 2260 P.Rft 376.3 850438.018" i/d = 1720 P.Rft 502.1 863612.0

22 3 13-b78408.50 %o Cft 1188.00 93149.0

23 21 1010702 %Sft 2845.60 304536.0

24 21 12-c

1250.00 %Sft 4230.8 52885.0







Restoration of brick pavement on edge, over laid service line, with 2" (50 mm) sand cushion under soling.



Sr.

No.

Ch

ap

ter

No

Item

No.



OUT FALL STRICTURE 1.NO

25 3 21-b

263.25 P%oCft 5005.45 1318.0

26 6 3-b42.25 P%Cft 10979.30 4639.0

27 7 4-i220.82 P%Cft 17896.80 39520.0

28 11 18-b Cement pointing struck joints, on walls, upto a) ratio 1:2. 105 P%Sft 1596.35 1676.0

29 6 5-f7.92 P%Cft 20116.80 1593.0

30 6 6-ii-c

37.10 P/Cft 232.75 8635.0

31 6 9-b

84.26 P%Kg 11272.15 9498.0

32 6 2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. 67.73 P%Cft 3234.00 2190.0





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:-



Sr.

No.

Ch

ap

ter

No

Item

No.




33 3 42-i-ii

10825.185 P%oCft 4239.80 45897.034 7'-15' ft depth 1159.90 P%oCft 7116.75 8255.0


36 6 3-d778.400 P%Cft 9160.20 71303.0

37 7 71768.568 P%Cft 17197.70 304153.0

38 7 7 Extra for pacca brick work in circular massionery. 1768.568 P%Cft 1355.50 23973.0

39 6 5-f566.30 P%Cft 20116.80 113921.0

40 11 4-a2811.550 P%Cft 1438.55 40446.0

41 21 9Extra for making finishing benching floor work in manhole. 439.950 P%Cft 1344.20 5914.0

42 21 15-a

35.00 Each 4242.60 148491.0

43 21 13105.00 Each 235.10 24686.0





Cement neru plaster 1/4" thick upto 20'(6.0 m) height 1:2 ratio of cement mortar.(6 mm) thick.




Sr.

No.

Ch

ap

ter

No

Item

No.




443 42-i-ii

7484.80 P%oCft 4239.80 31734.07'-15' ft depth 5613.60 P%oCft 7116.75 39951.0


46 6 3-d553.20 P%Cft 9160.2 50674.0

47 7 72304.400 P%Cft 17197.70 396304.0

48 7 7 Extra for pacca brick work in circular massionery. 2304.400 P%Cft 1355.50 31236.0

49 6 5-f382.800 P%Cft 20116.80 77007.0

50 11 4-a3251.000 P%Cft 1438.55 46767.0

51 21 9Extra for making finishing benching floor work in manhole. 251.40 P%Cft 1344.20 3379.0

52 21 15-a

20.00 Each 4242.60 84852.0

53 21 13140.00 Each 235.10 32914.0

CONSTRUCTION OF GULY GRATTING 12"X12" (120.No.)









Sr.

No.

Ch

ap

ter

No

Item

No.



54 3 42

18861.60 P%oCft 4239.80 7996955 7 30 Supply and filling sand under floor etc. 3149.400 P%Cft 1278.00 4024956 21 1-iii Providing and laying R.C.C sewer pipe. 9" i/d 1920 P.Rft 305.65 586848

57 3 13-a15089.28 P%oCft 1188.00 17926

58 21 7-b120.00 Each 2597.10 311652

NON-STANDARDIZED ITEMSR.C.C SEWER

59 N.S

6360.15 P.Cft 67.00 426130.0

P.C.C PAVEMENT Total 9754430.0

Deduction of old Metrial60

N.SOlds Bricks 10396 P%oNos 3500.00 36386.0

61 Brick Bats. 495 P%Cft 1800.00 8910.0

Total(-) 45296.0G.Toatal: 9709134.0


Mandi Bahauddin.





As per comparative statement the bid value of lowest bidder M/S Ghazali Construction Company Government Contractor come to Rs.9345041/-against T.S estimate provision Rs.9709134/-saving/ has come to Rs.364093/- 3.75% below or which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Ghazali Construction Government Contractor recommended for approval please.


COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 23-07-2015 FOR Sewerage / Drainage Scheme Ranseekay, Ranseekay Pulli, Chakora Tehsil Phalia District Mandi Bahauddin


Time Limits :(6.Months)

Rate Amount

3669.19 43883.00

8816.69 298357.00

16098.97 1125801.00

4909.18 89543.00

7027.93 144213.00

88.84 202552.00

RATES QUOTED BY THE CONTRACTOR

M/S Ghazali Construction Co Govt: Contractor (3.75% Below on MRS (1st

feb 2015 to 31st JULY 2015)


Rate Amount




19362.42 348911.00

1428.83 61725.00

224.02 94703.00

10849.44 140466.000.00 0.00

4672.55 76256.00

13586.79 807121.00

388.75 13218.00


Rate Amount




7649.66 65022.00

19362.42 164581.000.00 0.00

388.75 41604.00

914.76 11435.00

4080.81 350455.006849.87 83100.00

1230.08 63892.00

362.19 818547.00483.27 831227.00

1143.45 89656.00

2738.89 293116.00

4072.15 50902.00


Rate Amount




4817.75 1269.00

10567.58 4465.00

17225.67 38038.001536.49 1613.00

19362.42 1533.00

224.02 8311.00

10849.44 9142.00

3112.73 2108.00


Rate Amount




4080.81 44176.00

6849.87 7945.00

3112.73 48137.00

8816.69 68629.00

16552.79 292747.001304.67 23074.00

19362.42 109649.00

1384.60 38929.00

1293.79 5692.00

4083.50 142923.00

226.28 23760.00


Rate Amount




4080.81 30544.006849.87 38453.00

3112.73 33281.00

8816.69 48774.00

16552.79 381443.001304.67 30065.00

19362.42 74119.00

1384.60 45013.00

1293.79 3252.00

4083.50 81670.00

226.28 31680.00


Rate Amount




4080.81 76970.001230.08 38740.00

294.19 564841.00

1143.45 17254.00

2499.71 299965.00

64.49 410150.009388639.00

0.003368.75 35022.001732.50 8576.00

43597.009345041.00

M/S Ghazali Construction Company Government Contractor come to Rs.9345041/-against T.S estimate provision Rs.9709134/-saving/ has come to Rs.364093/- 3.75% below or which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Ghazali

VILLAGE HARRIA Executive Engineer Superintending Engineer


Approximate Cost: 48.560 Million Earnest Money: 0.971 MillionMRS B-I ANNUAL PERIOD 1st Feb 2015 to 31 July 2015

Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate

Sub Head No.I CONSTRUCTION OF SURFACE DRAINS =20125 Rft


1 3 10-I

12371.06 P%oCft 3812.15 47160.0 4012.29

2 6 3-d

6571.88 P%Cft 9160.2 601997.0 9641.11

3 7 4-i5810.63 P%Cft 16726.2 971898.0 17604.33

4 20 1-b-ii

16100 P%Rft 5100.45 821172.0 5368.22

5 20 3-b

18112.5 P%Sft 7301.75 1322529.0 7685.09

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 13-06-2015 FOR SEWERAGE , DRAINAGE SCHEME SOUTHERN SIDE AND LEFT OVER AREA VILLAGE HARRIA WITH ADJOINING ABADIES TEHSIL MALIKWAL DISTRICT MANDI BAHAUDDIN.

M/S Ch. Amjad Ali Govtt: Contractor (5.25% Above on

MRS (1st feb 2015 to 31st JULY 2015)


Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 6:12 Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5




Sr.

No.

Ch

ap

ter

No

Item

No.





6 20 6-a

20125 P.Rft 92.30 1857538.0 97.15

7 6 5-f347.7 P%Cft 20116.80 69946.0 21172.93

8 11 18-b855.00 P%Sft 1490.70 12745.0 1568.96

9 6 6-a-ii-c

815.50 P.Cft 232.75 189808.0 244.97

10 6 9-b

2497.56 P%Kg 11272.15 281529.0 11863.94Sub Head No.2 BRICK PAVEMENT 0.00

11 4 29Dismantling brick or flagged flooring with out concrete foundation 18400 P%Cft 403.9 74318.0 425.10

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.Cement concrete plain i/c placing, compacting, finishing and curing of stone aggregate 1:2:4Cement Pointing struck joints on walls upto 20' (6.00m) height. Ratio 1:3




Sr.

No.

Ch

ap

ter

No

Item

No.





12 3

266398.00 P%oCft 4854.6 1293256.0 5109.47

13 18 19

101472.28 P%Cft 14116.15 14323979.0 14857.25Sub Head No.3 P.C.C PAVEMENT 0.00

14 4 29Dismantling brick or flagged flooring with out concrete foundation 68255 P%Cft 403.9 275682.0 425.10

15 6 3-d53092.05 P%Cft 7947.70 4219597.0 8364.95

16 6 5-f53092.05 P%Cft 20116.80 10680422.0 21172.93

Sub Head No.4 R.C.C SEWER 0.00

17 4 29Dismantling brick or flagged flooring without concrete foundation. 1872 P%Sft 403.90 7561.0 425.10

18 4 454368.00 P.% Cft 950.4 41513.0 1000.30

19 342 (i)

237966.75 %o Cft 4239.8 1008931.0 4462.3942-ii 7-15Ft 20151.81 %o Cft 7116.75 143415.0 7490.38

20 7 30 Supplying and filling sand under floor: or plugging in wells. 15824.85 % Cft 1278.00 202242.0 1345.10

1-b +17a+b



Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 7:20 Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate).




Sr.

No.

Ch

ap

ter

No

Item

No.





21 21 3

0.0012" i/d = 6826 P.Rft 376.3 2568624.0 396.0615" i/d = 4110 P.Rft 461.6 1897176.0 485.83

22 3 13-bRehandling of earth work excavation lead upto 50 ft taken 80% of excavation. 206494.85 %o Cft 1188.00 245316.0 1250.37

23 21 101872 %Sft 2845.60 53270.0 2994.99

24 21 12-c

4368.00 %Sft 4230.8 184801.0 4452.92

OUT FALL STRICTURE 2.NOS 0.00

25 3 21-b526.5 P%oCft 5005.45 2635.0 5268.24

26 6 3-b84.50 P%Cft 10979.30 9278.0 11555.71

27 7 4-iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:3 445.04 P%Cft 17896.80 79648.0 18836.38

28 11 18-b Cement pointing struck joints, on walls, upto a) ratio 1:2. 210 P%Sft 1596.35 3352.0 1680.16

29 6 5-f11.88 P%Cft 20116.80 2390.0 21172.93








Sr.

No.

Ch

ap

ter

No

Item

No.





30 6 6-ii-c

78.23 P/Cft 232.75 18208.0 244.97

31 6 9-b

177.47 P%Kg 11272.15 20005.0 11863.94


0.00

33 3 42-i-ii

26599.026 P%oCft 4239.80 112775.0 4462.3934 7'-15' ft depth 6345.76 P%oCft 7116.75 45161.0


36 6 3-d1912.640 P%Cft 9160.20 175202.0 9641.11

37 7 75789.520 P%Cft 18368.30 1063436.0 19332.64


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:-(Chapter 6 Item No. 6 (a) (3)







Sr.

No.

Ch

ap

ter

No

Item

No.





39 6 5-f

948.70 P%Cft 20116.80 190848.0 21172.93

40 11 4-b9138.360 P%Cft 1697.10 155087.0 1786.20


42 21 15-a

86.00 Each 4242.60 364864.0 4465.34

43 21 13

258.00 Each 235.10 60656.0 247.44

0.00

443 42-i-ii

10825.15 P%oCft 4239.80 45896.0 4462.397'-15' ft depth 3340.40 P%oCft 7116.75 23773.0 7490.38


46 6 3-d778.40 P%Cft 9160.2 71303.0 9641.11

47 7 73095.750 P%Cft 18368.30 568637.0 19332.64


49 6 5-f606.130 P%Cft 20116.80 121934.0 21172.93

50 11 4-b4660.775 P%Cft 1697.10 79098.0 1786.20






Earthwork excavation in open cutting for sewers and manholes as shown 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 shishingle, gravel and rock:-






Sr.

No.

Ch

ap

ter

No

Item

No.





51 21 9 Extra for making finishing benching floor work in manhole. 439.95 P%Cft 1344.20 5914.0 1414.77

52 21 15-a

35.00 Each 4242.60 148491.0 4465.34

53 21 13350.00 Each 235.10 82285.0 247.44


54 3 42

31436.00 P%oCft 4239.80 133282 4462.3955 7 30 Supply and filling sand under floor etc. 5249.000 P%Cft 1278.00 67082 1345.1056 21 1-iii Providing and laying R.C.C sewer pipe. 9" i/d 3200 P.Rft 305.65 978080 321.70

57 3 13-a25148.80 P%oCft 1188.00 29877 1250.37

58 21 7-b

200.00 Each 2597.10 519420 2733.45NON-STANDARDIZED ITEMS 0.00

R.C.C SEWER 0.00

59 N.S

12480.88 P.Cft 67.00 836219.0 70.52Brick Soling and P.C.C PAVEMENT Total 49723492.0

Deduction of old Metrial60

N.SOlds Bricks (56260+208696=264956) 264956 P%oNos 3500.00 927346.0 3683.75

61 Brick Bats.(2679+9938=12617) 12617 P%Cft 1800.00 227106.0 1894.50

Total(-) 1154452.0

G.Total 48569040.0








Sr.

No.

Ch

ap

ter

No

Item

No.





Executive Engineer Superintending EngineerPublic Health Engineering Division Public Health Engineering Circle

Mandi Bahauddin. Gujranwala

As per comparative statement the bid value of lowest bidder M/S Yasir Rafi & Co Government Contractor come to Rs.50749790/-against T.S estimate provision Rs.48569040/-excess/ has come to Rs.2180750/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Yasir Rafi & Co Government Contractor recommended for approval please.



Time Limits :( 12.Months)MRS B-I ANNUAL PERIOD 1st Feb 2015 to 31 July 2015



49636.0 3983.32 49277.0 4002.76 49518.0

633602.0 9571.49 629027.0 9618.21 632097.0

1022923.0 17477.21 1015536.0 17562.51 1020493.0

864284.0 5329.46 858043.0 5355.47 862231.0

1391962.0 7629.60 1381911.0 7666.84 1388655.0

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 13-06-2015 FOR SEWERAGE , DRAINAGE SCHEME SOUTHERN SIDE AND LEFT OVER AREA VILLAGE HARRIA WITH ADJOINING ABADIES TEHSIL MALIKWAL DISTRICT MANDI BAHAUDDIN.



M/S Yasir Rafi & Co Govtt: Contractor (4.49% Above on


M/S Ghazali Construction Co Govett: Contractor (5.0% Above on MRS (1st feb 2015 to 31st

JULY 2015)








JULY 2015)

1955059.0 96.44 1940941.0 96.92 1950415.0

73618.0 21020.04 73087.0 21122.64 73443.0

13414.0 1557.63 13317.0 1565.24 13382.0

199773.0 243.20 198330.0 244.39 199298.0

296309.0 11778.27 294170.0 11835.76 295605.00.0 0.00 0.0 0.00 0.0

78220.0 422.04 77655.0 424.10 78034.0








JULY 2015)

1361152.0 5072.57 1351323.0 5097.33 1357919.0

15075988.0 14749.97 14967126.0 14821.96 15040178.00.0 0.00 0.0 0.00 0.0

290155.0 422.04 288060.0 424.10 289466.0

4441126.0 8304.55 4409057.0 8345.09 4430577.0

11241144.0 21020.04 11159973.0 21122.64 11214443.00.0 0.00 0.0 0.00 0.0

7958.0 422.04 7900.0 424.10 7939.0

43692.0 993.07 43377.0 997.92 43589.0

1061900.0 4430.17 1054232.0 4451.79 1059378.0150944.0 7436.29 149854.0 7472.59 150586.0212860.0 1335.38 211323.0 1341.90 212354.0








JULY 2015)

#VALUE! 0.00 #VALUE! 0.00 #VALUE!2703477.0 393.20 2683955.0 395.12 2697055.01996778.0 482.33 1982359.0 484.68 1992035.0

258195.0 1241.34 256331.0 1247.40 257582.0

56067.0 2973.37 55662.0 2987.88 55934.0

194503.0 4420.76 193099.0 4442.34 194041.0

0.0 0.00 0.0 0.00 0.0

2773.0 5230.19 2753.0 5255.72 2767.0

9765.0 11472.27 9695.0 11528.27 9742.0

83830.0 18700.37 83224.0 18791.64 83630.03528.0 1668.03 3503.0 1676.17 3520.0

2515.0 21020.04 2497.0 21122.64 2510.0








JULY 2015)

19164.0 243.20 19026.0 244.39 19118.0

21055.0 11778.27 20903.0 11835.76 21005.0

4610.0 3379.21 4577.0 3395.70 4599.0

0.0 0.00 0.0 0.00 0.0

118696.0 4430.17 117839.0 4451.79 118414.0

129326.0 3379.21 128392.0 3395.70 129019.0

184400.0 9571.49 183069.0 9618.21 183962.0

1119266.0 19193.04 1111184.0 19286.72 1116608.082597.0 1416.36 82001.0 1423.28 82401.0








JULY 2015)

200868.0 21020.04 199417.0 21122.64 200390.0

163229.0 1773.30 162050.0 1781.96 162841.0

15292.0 1404.55 15181.0 1411.41 15255.0

384019.0 4433.09 381246.0 4454.73 383107.0

63840.0 245.66 63379.0 246.86 63689.0

0.0 0.00 0.0 0.00 0.0

48306.0 4430.17 47957.0 4451.79 48191.025021.0 7436.29 24840.0 7472.59 24962.0

52632.0 3379.21 52252.0 3395.70 52507.0

75046.0 9571.49 74505.0 9618.21 74868.0

598490.0 19193.04 594169.0 19286.72 597069.044166.0 1416.36 43847.0 1423.28 44061.0

128336.0 21020.04 127409.0 21122.64 128031.0

83251.0 1773.30 82650.0 1781.96 83053.0








JULY 2015)

6224.0 1404.55 6180.0 1411.41 6210.0

156287.0 4433.09 155158.0 4454.73 155916.0

86605.0 245.66 85980.0 246.86 86399.0

0.0 0.00 0.0 0.00 0.0

140279.0 4430.17 139266.0 4451.79 139946.070604.0 1335.38 70094.0 1341.90 70436.0

1029429.0 319.37 1021996.0 320.93 1026984.0

31446.0 1241.34 31218.0 1247.40 31371.0

546690.0 2713.71 542742.0 2726.96 545391.00.0 0.00 0.0 0.00 0.00.0 0.00 0.0 0.00 0.0

880120.0 70.01 873765.0 70.35 878030.052333975.0 51956077.0 52209667.0

976032.0 3657.15 968984.0 3675.00 973713.0239029.0 1880.82 237303.0 1890.00 238461.0

1215061.0 1206287.0 1212175.0

51118915.0 50749790.0 50997492.0








JULY 2015)

M/S Yasir Rafi & Co Government Contractor come to Rs.50749790/-against T.S estimate provision Rs.48569040/-excess/ has come to Rs.2180750/-or 4.49 % which is M/S Yasir Rafi & Co Government Contractor recommended for approval please.

RWS BadShahPur Executive Engineer Superintending Engineer

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 12-05-2015 FOR RURAL WATER SUPPLY / SEWERAGE AND DRAINAGE SCHEME VILLAGE BADSHAH PUR TEHSIL MALIKWAL DISTRICT MANDI BAHAUDDIN.

(Test boring & its Conversion, if successful Const: of pump house, O.H.R 20000 Glns capacity P/L of 3" i/d to 10" i/d PVC / G.I pipe and Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)

Approximate Cost: 79.575 Million Earnest Money: 1.592 Million Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st Feb 2015 to 31 July 2015

Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate AmountSUB WORK NO.II WATER SUPPLY

Tube Well Boring & its Conversion = 2No.

1 23 5-a-b500 P.Rft 385.55 192775.0 404.83 202414.0

500 P.Rft 385.55 192775.0 404.83 202414.0

2 23 7

2 Each 11315.35 22631.0 11881.12 23763.0

3 23 84 Each 169.20 677.0 177.66 711.0

4 23 14-i-j544 P.Rft 1319.45 717781.0 1385.42 753670.0

12" i/d, ¼" (250 mm i/d 6 mm) thick 240 P.Rft 2255.45 541308.0 2368.22 568373.0

5 23 181141.36 P.Cft 82.70 94390.0 86.84 99110.0

6 23 16-c

284 Rft 86.65 24609.0 90.98 25839.0

M/S Hayat Traders Govett: Contractor (5.0% Above on MRS (1st feb 2015 to 31st JULY 2015)

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 =

b) Exceeding 250 ft (75m) depth below ground level. 15" i/d to 18" i/d

Providing stong sustatainilly built box of deodar wood 4x21/2x9" with compartment look and lacking arrangement for preserving camplce of sarts from bore hole

Furnishing samples of water from bore hole (per set of two bottles).

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.8" i/d, 3/16" (250 mm i/d 6 mm) thick

Shrouding with graded pea gravel 3/8” to 1/8” dia around tubewell in bore hole around 12” i/d

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)


Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate Amount


7 23 17(i)144 P.Hours 980.75 141228.0 1029.79 148289.0

Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously. upto 1.5 cs. Discharge


Sr.

No.

Ch

ap

ter

No

Item

No.





SUB WORK NO.III PUMP HOUSE 12'X12' = 2.No.

8 3 21-b

880 %oCft 5005.45 4405.0 5255.72 4625.0

9 6 3-d293.26 P%Cft 9160.2 26863.0 9618.21 28206.0

10 7 4-b688.50 P%Cft 16726.2 115160.0 17562.51 120918.0

11 6 33-a-i114.76 P%Sft 4209.7 4831.0 4420.19 5073.0

12 7 5-i874.12 P%Cft 17713.55 154838.0 18599.23 162580.0

13 7 30Supplying and filling sand under floor or plugging in well. 270.28 P%Cft 1278.00 3454.0 1341.90 3627.0

14 11 8-b1260 P%Sft 1484.50 18705.0 1558.73 19640.0

15 10 15-c 288 P%Sft 3240 9331.0 3402.00 9798.0

16 6 6-a-i

198.562 P.Cft 313.70 62289.0 329.39 65403.0

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.

Cement concrete brick or stone ballast 1.5” to 2” gauge in foundation and plinth ratio 1:6:12Pacca brick work in (1:5) cement mortor in foundation and plinth And foundation.

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

Pacca brick work in ground floor cement, sand mortar 1:5 cement snad mortor in ground floor.

Cement plaster 1:3 up to 20 ft heightb) ½ “ thickP/L topping of cement concrete 1:2:4 i/c surface finishing and dividing in panels 1-1/2 “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).


Sr.

No.

Ch

ap

ter

No

Item

No.





17 6 9-b

608.12 P%KG 11272.15 68548.0 11835.76 71975.0

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)


Sr.

No.

Ch

ap

ter

No

Item

No.





18 25 3156 P.Sft 847.0 47432.0 889.35 49804.0

19 25 41-b-iii

64 P.Sft 383.35 24534.0 402.52 25761.0

20 12 5464 P.Sft 183.25 11728.0 192.41 12314.0

21 11 18-a1506 P%Sft 1596.35 24041.0 1676.17 25243.0

22 9 5

288 P%Sft 6246.05 17989.0 6558.35 18888.0

23 11 25-a-iii white washing 3-coats on wall1440 P%Sft 215.45 3102.0 226.22 3257.0

24 9 1428 P.Rft 81.60 2285.0 85.68 2399.0

25 9 164 Each 739.65 2959.0 776.63 3107.0

26 10 389.20 P%Cft 3492.10 3115.0 3666.71 3271.0

27 10 9405 P%Sft 7202.70 29171.0 7562.84 30630.0

SUB WORK No.VI RISING MAIN / DISTRIBUTION SYSTEM

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.

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.

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.Cement pointing 1:2 struck joints on walls upto 20 ft height

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.

Khassi parnala in cement sand mortor 1 :2 outside 12 “ width finished smooth with a floating coat of neat cement. 14 Rft

Bottom khurahs of brick masonry in cement sand mortar 1 :6 4ft x2ft x4 ½ over 3” cement concrete 1:4:8

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.

Brick on edge flooring laid in 1;6 cement sand mortar over a bed of ¾” C.S mortar 1;6


Sr.

No.

Ch

ap

ter

No

Item

No.





28 4 45 Dismantling and removing of road matteling. 7145 P%Cft 950.40 67906.0 997.92 71301.0


Sr.

No.

Ch

ap

ter

No

Item

No.





29 4 297200 P%Sft 403.90 29081.0 424.10 30535.0

30 3 44

273508 P%oCft 3569.30 976232.0 3747.77 1025044.0

31 23 26

33817 P.Rft 105.30 3560930.0 110.57 3738977.0

4 ” i/d 5670 P.Rft 158.05 896144.0 165.95 940951.0

6 ” i/d 2650 P.Rft 304.85 807853.0 320.09 848246.0

8 ” i/d 590 P.Rft 468.75 276563.0 492.19 290391.0

10 ” i/d 710 P.Rft 726.40 515744.0 762.72 541531.0

12 ” i/d 725 P.Rft 1011.60 733410.0 1062.18 770081.0

32 23 28-b-ii

1689.0 P.Kg 106.50 179879.0 111.83 188873.0

33 23 3”i/d = 60 Each 208.45 12507.0 218.87 13132.0

4”i/d = 10 Each 361.30 3613.0 379.37 3794.0

6”i/d = 10 Each 887.65 8877.0 932.03 9321.0

34 23 3”i/d = 94 Each 583.30 54830.0 612.47 57572.0

4”i/d = 22 Each 1071.80 23580.0 1125.39 24759.0

6”i/d = 15 Each 2108.45 31627.0 2213.87 33208.0

Dismantling brick or flagged flooring without concrete foundation.

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.

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

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:-

37-i-a,b,c

Providing and installing P.V.C. bends, of B.S.S. Class `B' working pressure:-

38-i-a,b,c

Providing and installing P.V.C. tees, of B.S.S. Class `B' working pressure:-


Sr.

No.

Ch

ap

ter

No

Item

No.





35 23

3”i/d = 28 Each 124.45 3485.0 130.67 3659.0

4”i/d = 10 Each 150.10 1501.0 157.61 1576.0

6”i/d = 6 Each 204.85 1229.0 215.09 1290.0

8”i/d = 10 Each 310.20 3102.0 325.71 3257.0

10”i/d = 3 Each 373.80 1121.0 392.49 1177.0

12”i/d = 3 Each 446.95 1341.0 469.30 1408.0

36 23 1390 Each 61.20 5508.0 64.26 5783.0

37 23 34- a-3" to 6" 196 P.Kg 104.70 20521.0 109.94 21547.0

8" to 10" 60 P.Kg 93.60 5616.0 98.28 5897.0

38 23 3”i/d = 8 Each 5303.55 42428.0 5568.73 44549.0

4”i/d = 5 Each 6171.95 30860.0 6480.55 32403.0

6”i/d = 3 Each 10364.25 31093.0 10882.46 32648.0

8”i/d = 1 Each 18868.85 18869.0 19812.29 19812.0

10”i/d = 1 Each 23307.15 23307.0 24472.51 24472.0

39 23 33-b2 Each 7425.55 14851.0 7796.83 15594.0

40 3 13-a 218806 P%oCft 1188.00 259942.0 1247.40 272939.0

41 21 12-c

7145 P%Sft 4230.80 302291.0 4442.34 317406.0

40-i-a,b,d,

Providing and fixing PVC tapered core BSS class “B” working pressure.

Providing and installing of PVC bail / end plug in tubewell bore hole 3" i/d

Providing and fitting C.I. flanges on pipes, including turning, threading, facing and fitting, etc. complete in all respects:- 3" to 6" i/d

31-a,b,d,

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

Providing fixing air valve 2 ½' dia of B.S.S quality and weight complete with jointing material (Double)Rehandling of earth work lead up to single throw Kassi Pora or showel taken 80% complete.

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





42 21 107200 P%Sft 2845.60 204883.0 2987.88 215127.0



Sr.

No.

Ch

ap

ter

No

Item

No.





CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (33 Nos)

43 3 21-b

3300 P%oCft 5005.45 16518.0 5255.72 17344.0

44 6 3-d272.25 P%Cft 9160.2 24939.0 9618.21 26186.0

45 7 5-i1480.71 P%Cft 16726.2 247667.0 17562.51 260050.0

46 6 5-f74.25 P%Cft 20116.8 14937.0 21122.64 15684.0

47 11 9-b Cement plaster 1:4 upt 20' height ½" thick Inside. 1485.0 P%Cft 1572.15 23346.0 1650.76 24513.0

48 6 6-ii-c

332.343 P.Cft 232.75 77353.0 244.39 81221.0

49 6 9-b1017.72 P%Cft 11272.15 114719.0 11835.76 120455.0

50 23 28-b Providing fixing C.I surface box 4”x4”x6” size ½” thick wall.185.13 P.Kg 97.95 18133.0 102.85 19040.0

HOUSE CONNECTION ON 3" DIA PVC PPE. (500 No.)

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

Cement concrete brick or stone ballast 1 ½ " to 2" (40 mm to 50 mm) gauge in foundation and plinth. (1:6:12)Pacca brick work in foundation and plinth in cement sand mortor ratio (1:5).

Cement concrete plain including placing compacting finishing and curing complete (including screening and washing of stone aggregate).Ratio (1:2:4)


Fabrication of mild steel reinforcement cement concrete i/c cutting, bending in position (deformed bars).


Sr.

No.

Ch

ap

ter

No

Item

No.





51 3 44

7750 %o Cft 3569.30 27662.0 3747.77 29045.0

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





52 3 13.a

7750 %o Cft 1188.0 9207.0 1247.40 9667.0


53 3 44

3875 %o Cft 3569.30 13831.0 3747.77 14523.0

54 3 13.a

3875 %o Cft 1188.0 4604.0 1247.40 4834.0


55 3 44

2325 %o Cft 3569.30 8299.0 3747.77 8714.0

56 3 13.a

2325 %o Cft 1188 2762.0 1247.40 2900.0SUB WORK NO. VII OVER HEAD RESERVOIR 30,000, GALLONS 0.00 0.0

57 22 1-i3416.00 %o Cft 3530.75 12061.0 3707.29 12664.0

58 6 5-i222.70 %Cft 15777.60 35137.0 16566.48 36894.0

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.





Excavation of well in dry upto 20' (6 meter) below ground level and disposal of soil within one chain. a) In Ordinary soil

Cement concrete plain i/c placing, compacting, finishing and curing complete (i/c screening and washing of stone aggregate) a) Ratio


Sr.

No.

Ch

ap

ter

No

Item

No.





59 6 6-aii

1056 P.Cft 232.75 245784.0 244.39 258073.0

60 6 6-a

1269 P.Cft 313.70 398085.0 329.39 417989.0

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 other structural members other than those mentioned in 5(a) (i) above not requiring form work (i.e. horizental shuttering) complete in all respects:- a) Type c (Nominal mix 1:2:4).

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:- Type c (Nominal mix 1:2:4)


Sr.

No.

Ch

ap

ter

No

Item

No.





61 6 6-a-i

1169.0 P.Cft 340.45 397986.0 357.47 417885.0

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:- Type b (Nominal mix 1: 1½: 3)


Sr.

No.

Ch

ap

ter

No

Item

No.





62

6

518.90 %Cft 1900.80 9863.0 1995.84 10356.0

63 b) Above 40' upto 50' height 767.50 %Cft 3088.80 23707.0 3243.24 24892.0

64 b) Above 50' upto 60' height 647.70 %Cft 4276.80 27701.0 4490.64 29086.0

65 c) For every additional 10' height (60-70ft. Height) 647.70 %Cft 5464.80 35396.0 5738.04 37166.0

66 C) For additional 10' (70-80ft Height)) 142.30 %Cft 6652.80 9467.0 6985.44 9940.0

67 25 35

163.28 Rft 576.30 94098.0 605.12 98803.0

68 23 14-j

243.00 Rft 2255.45 548074.0 2368.22 575478.0

69 23 30

3 Each 36475.70 109427.0 38299.49 114898.0

70 7 4-i574 %Cft 16726.20 96008.0 17562.51 100808.0

71 18 19

302 %Cft 14116.15 42631.0 14821.96 44763.0

72 6 2874 Rft 63.95 4732.0 67.15 4969.0

73 19 392 Each 1435.65 2871.0 1507.43 3015.0

74 6 9-b

14276 %Cft 11272.15 1609212.0 11835.76 1689673.0

13(a)+b

Extra labour for laying concrete plain or reinforced: a) Above 20' upto 40' height

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.

Providing and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- b). 12"dia M.S pipe

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 12" i/d

Pacca brick work in foundation and plinth in: cement sand mortor (1:5)


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.P/F C.I manhole cover 24" dia. I/c two coats of enamel paint



Sr.

No.

Ch

ap

ter

No

Item

No.





75 10 22

418 %Sft 7828.85 32725.0 8220.29 34361.0

76 10 39

948 %Sft 7470.20 70817.0 7843.71 74358.0

77 23 28-a-ii

1044 Kg 106.50 111186.0 111.83 116745.0

WASH OUT ARRANGEMENT ARRANGEMETN WITH CHAMBER 1.No.

78 3 21

87.50 %oCft 5005.45 438.0 5255.72 460.0

79 10 39.375 %Cft 3492.1 327.0 3666.71 343.0

80 7 4-I Pacca brick work in foundation and plinth ration of 1:5.26.25 %Cft 16726.2 4391.0 17562.51 4611.0

81 6 5-F2.81 %Cft 20116.80 565.0 21122.64 593.0

82 11 9-b Cement plaster ratio of 1:4 thick 1/2" cement sand mortar.30 %Sft 1484.5 445.0 1558.73 467.0

83 10 151.44 %Cft 4163.50 60.0 4371.68 63.0

1:3 thick mosaic flooring consisting of 1/2" mosaic topping of one part of cement and marble powder in the ratio 3:1 and two parts of marble and over the thick floor of 1:2:4 cement concrete i/c rubbing and ploshing complete.

Skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips laid over 1/2" thick cement plaster 1:3 polishing complete with finishing I/c rubbing and using grey cement 1/2" thick

Providing and fixing cost iron special of BSS class-B (such as bend tee crose collar reducer tail piece flaged spigot flaged socket topper angle branch plug etc.) for cast iron pipe line complete C.I.S.S specials with spigot and socket joint. complete.


Providing laying watering and ramming brick ballast 1.5" to 2" gauge mixed with 25% sand for floor foundation complete in all respect.


Providing laying topping of cement concrete 1:2:4 including surface finishing and dididing in pannels. 2" thick complete with all respect.


Sr.

No.

Ch

ap

ter

No

Item

No.





84 23 301 Each 6379.85 6380.0 6698.84 6699.0

Providing and fixing sluice valve of B.S.S quality and weight Class B for cast iron pipe line and Asbestos coment pipe line (including cost of jointing material);


Sr.

No.

Ch

ap

ter

No

Item

No.





85 23 22

12 Prft 398.4 4781.0 418.32 5020.0

86 23 28

20 Pkg 115.55 2311.0 121.33 2427.0

CONSTT: OF SLUICE VALVE / AIR VALVE CHAMBER 3'X3' (2 Nos)

87 3 21-b

200 P%oCft 5005.45 1001.0 5255.72 1051.0

88 6 3-d16.50 P%Cft 9160.2 1511.0 9618.21 1587.0

89 7 5-i89.74 P%Cft 16726.2 15010.0 17562.51 15761.0

90 6 5-f

4.50 P%Cft 20116.8 905.0 21122.64 950.0

91 11 9-b Cement plaster 1:4 upt 20' height ½" thick Inside. 90.0 P%Cft 1572.15 1415.0 1650.76 1486.0

92 6 6-a-ii Providing laying R.C.C (1:2:4) for roof slab. 20.14 P.Cft 232.75 4688.0 244.39 4922.0

93 6 9-b61.68 P%Cft 11272.15 6953.0 11835.76 7301.0

94 23 28-b Providing fixing C.I surface box 4”x4”x6” size ½” thick wall.11.22 P.Kg 97.95 1099.0 102.85 1154.0

SUB WORK No.VIII CONSTRUCTION OF STAFF QUARTER.(1 Nos)

95 3 21-b

1584 %o Cft 5005.45 7929.0 5255.72 8325.0

Providing and laying cutting jointing testing and disinfecting G.I pipe line in trunches with socket joints using G.I pipes of B.S.S 1387-1967 complete in all respect with specials and valves.

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:- 3" dia Medium quality.


Cement concrete brick or stone ballast 1 ½ " to 2" (40 mm to 50 mm) gauge in foundation and plinth. (1:6:12)

Pacca brick work in foundation and plinth in cement sand mortor ratio (1:5).


Fabrication of mild steel reinforcement cement concrete i/c cutting, bending in position (deformed bars).

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





96 6 3-d396 %Cft 9160.2 36274.0 9618.21 38088.0

97 7 4Pacca brick work in cement sand mortar (1:5) in foundation and plinth.

1061.04 % Cft 16726.20 177472.0 17562.51 186346.0

98 6 33(b)i307.97 % Cft 4621.20 14232.0 4852.26 14944.0

99 3 15-ii63.365 %o Cft 4610.50 292.0 4841.03 307.0

with surplus earth. 1056 %o Cft 2391.85 2526.0 2511.44 2652.0

100 7 5-i1713.38 % Cft 17713.55 303500.0 18599.23 318675.0

101 7 7-i598.50 % Cft 17197.70 102928.0 18057.59 108074.0

102 6 6-a-i

451.38 P.Cft 313.70 141598.0 329.39 148678.0

103 6 9 (b)

1382.40 P%Kg 11272.15 155826.0 11835.76 163617.0

Cement concrete brick or stone ballast ½" to 2" gauge ratio (1:6:12)

Providing laying damp proof course of cement concrete 1:2:4 i/c bitument coating 1-1/2" thick with 2 coats of bitumen

Filling watering ramming earth under floor with surplus earth from foundation 40% and with new earth excavated from out side lead upto 1 chain.

Pacca Brick work in ground floor cement sand mortar ratio with 1:5 cement mortar.

Pacca 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.

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 fastening including cost of binding wire and labor charges for binding of steel reinforcement (also include removal of rust from bars)


Sr.

No.

Ch

ap

ter

No

Item

No.





104 25 4460 P.Sft 449.30 26958.0 471.77 28306.0

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)


Sr.

No.

Ch

ap

ter

No

Item

No.





105 13 48-i

126.75 P.Sft 660.30 83693.0 693.32 87878.0

106 13253.50 P%Sft 993.80 2519.0 1043.49 2645.0

107 11 9-b Cement plaster 1/2" thick ratio 1:4 up to 20ft height. 3361.00 P%Sft 1484.50 49894.0 1558.73 52389.0

108 11 18+31

1814.00 P%Sft 1845.65 33480.0 1937.93 35154.0

109 11 25a-iii White washing a new surface three coats. 2973.00 P%Sft 215.45 6405.0 226.22 6725.0

110 9 10-a737 %Sft 876.35 6459.0 920.17 6782.0

111 9 5737 %Sft 6246.05 46033.0 6558.35 48335.0

112 9 1424 P.Rft 81.60 1958.0 85.68 2056.0

113 9 15 Khuras on roof 2’x2’x6” (600 x 600 x 150 mm) 2 Each 418.60 837.0 439.53 879.0

114 9 162 Each 739.65 1479.0 776.63 1553.0

115 6 3-d419.75 % Cft 9160.20 38450.0 9618.21 40373.0

116 10 15-i1680 %Sft 5569.6 93569.0 5848.08 98247.0

117 10 42-a500 P.Rft 6.60 3300.0 6.93 3465.0

118 24 34 Supply and erection of 3 pin. 5 Amp wall socket. 5 Each 51.55 258.0 54.13 271.0

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.

5-c(i+ii)

Painting of new surface including preparing surface and painting of doors and window any type including edges two coats.

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.

Earth filling over roof with new earth brought out side i/c watering ramming etc.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

Khassi parnalas in cement, sand mortar 1:2, 12”(300 mm) outside width finished smooth with a floating coat of neat cement.

Bottom khurra of masonary in (1:2:6) cement mortar 4'x2' 4 1/2" over 3" concrete (1:4:8)

Cement concrete brick or stone ballast 1-1/2" to 2" in foundation and plinth (1:6:12).Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels 3” thick.

Providing and fixing marble strip of any shade for dividing the mosaic flooring into panels) Size 1½” x 3/8” (40 x 10 mm)


Sr.

No.

Ch

ap

ter

No

Item

No.





119 24 36-ii4 Each 90.25 361.0 94.76 379.0

120 24 485 Each 491.95 2460.0 516.55 2583.0

Supply and erection of 3 pin switch and plug combined, recessed type. 10/15 AmpSupply 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


Sr.

No.

Ch

ap

ter

No

Item

No.





121 24 31 Supply and erection of switches 5 Amp piano type. 35 Each 30.70 1075.0 32.24 1129.0

122 24 264 Each 414.50 1658.0 435.23 1741.0

123 24 3 300 P.Rft 29.15 8745.0 30.61 9182.020mm 300 P.Rft 32.30 9690.0 33.92 10175.0

124 24

1500 P.Rft 10.20 15300.0 10.71 16065.07/0.29 600 P.Rft 14.35 8610.0 15.07 9041.07/036 200 P.Rft 21.00 4200.0 22.05 4410.0

125 24

80 P.Rft 130.25 10420.0 136.76 10941.0

126 24 43-ii

3 Each 622.95 1869.0 654.10 1962.0

127 24 292 Each 205.20 410.0 215.46 431.0

128 24 54

10 P.Rft 284.45 2845.0 298.67 2987.0

Supply and erection of wall type/pole type bracket, with double cover water tight reflector, flexible wire and brass bolder.

Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, 12mm

10-a-i-iii-iv

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”)

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

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.

Supply and erection of bell push or bed switch, with 5 meter twin flexible wire 23/0.0076”..

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 etc


Sr.

No.

Ch

ap

ter

No

Item

No.





129 245 Each 326.85 1634.0 343.19 1716.0

7"x4" 2 Each 175.40 351.0 184.17 369.04"x4" 6 Each 132.10 793.0 138.71 833.0

14-iii-ii-i

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"


Sr.

No.

Ch

ap

ter

No

Item

No.





130 24 68

1 P.Job 3917.00 3917.0 4112.85 4113.0

131 19 3-i2 Each 1147.05 2294.0 1204.40 2409.0

132 19 34-ii Providing and fitting “P” trap:- 10 cm (4”) glazed. 4 Each 122.90 492.0 129.05 517.0

133 19 33-ii2 Each 377.10 754.0 395.96 792.0

134 19 36-i-a,b 20 P.Rft 221.65 4433.0 232.73 4655.02" i/d 30 P.Rft 93.55 2807.0 98.23 2947.0

135 19 352 Each 642.40 1285.0 674.52 1349.0

136 19 6-i

2 Each 2396.10 4792.0 2515.91 5032.0

137 19 193 Each 362.50 1088.0 380.63 1142.0

138 19 12-i

2 Each 1101.40 2203.0 1156.47 2313.0

139 19 274 Each 442.90 1772.0 465.05 1861.0

140 19 26-ii4 Each 316.90 1268.0 332.75 1331.0

141 19 293 Each 1528.60 4586.0 1605.03 4815.0

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.

Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. Whit

Providing and fixing, floor trap of cast iron, including concrete chamber all round, and C.I. grating:- 10x7.5 cm (4”x3”)

Providing and fitting, cast iron soil pipe with:- lead caulked, yarn joint:- (4”) i/d

Providing and fitting, 4" gully trap i/c cement concrete of PVC grating 6"x6" and masonary chamber (12"x12")

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.

Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality.Providing and fitting plastic made low down flushing cistern 1363 liter (3 gallons) capacity, including bracket set, copper connection,

Providing and fixing chromium plated tee stop cock 15mm (½").Providing and fixing chromium plated bib cock:- 1.5 cm (½")Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower.


Sr.

No.

Ch

ap

ter

No

Item

No.





142 23

50 P.Rft 106.05 5303.0 111.35 5568.03/4" i/d 80 P.Rft 76.90 6152.0 80.75 6460.01/2" i/d 160 P.Rft 56.25 9000.0 59.06 9450.0

143 21 1-ii150 P.Rft 118.45 17768.0 124.37 18656.0

SUB HEAD NO.2 DRAINAGE PORTION

Sub Work No.I CONSTRUCTION OF SURFACE DRAINS =37895 Rft

144 3 10-I

19096.72 P%oCft 3812.15 72800.0 4002.76 76440.0

145 6 3-d11266.50 P%Cft 9160.2 1032034.0 9618.21 1083636.0

146 7 4-i8449.88 P%Cft 16726.2 1413344.0 17562.51 1484011.0

147 20 1-b-ii

30044 P%Rft 5100.45 1532379.0 5355.47 1608998.0

148 20 3-b

33799.5 P%Sft 7301.75 2467955.0 7666.84 2591353.0

22-ii-c,b,a

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

Providing laying cutting, jointing, testing, disinfecting RCC sewer pipe line in trenches complete in all respect. 6" i/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 Pacca brick work in foundation and plinth in:- Cement, sand mortar:- Ratio 1:5




Sr.

No.

Ch

ap

ter

No

Item

No.





149 20 6-a

37555 P.Rft 92.30 3466327.0 96.92 3639643.0

150 6 6-a-ii-c

559.20 P.Cft 232.75 130154.0 244.39 136662.0

151 6 9-b

1395.46 P%Kg 11272.15 157298.0 11835.76 165163.0

Sub Work No.ii SULLAGE CARRIER 1.50'x1.50'= 2025 Rft 0.00 0.0

152 3 10-I12909.38 P%oCft 3812.15 49212.0 4002.76 51673.0

153 6 3-d2840.06 P%Cft 9160.2 260155.0 9618.21 273163.0

154 7 4-i6834.38 P%Cft 16726.2 1143132.0 17562.51 1200289.0

155 6 5-f1061.49 P%Cft 20116.80 213538.0 21122.64 224215.0

156 11 18-b5386.50 P%Sft 1490.70 80297.0 1565.24 84312.0

Sub WORK No.II BRICK PAVEMENT




Earth work excavation in open cutting for drains upto 5' depth i/c extra for slush and duldal i/c dewatering.

Cement concrete brick or stone ballast 1-1/2" to 2" gauge in foundation and plinth ratio 1:6:12 Pacca brick work in foundation and plinth cement sand morter ratio 1:5

Cement concrete plain i/c placing, compacting, finishing and curing of stone aggregate 1:2:4

Cement Pointing struck joints on walls upto 20' (6.00m) height. Ratio 1:3


Sr.

No.

Ch

ap

ter

No

Item

No.





159 3

8234.60 P%oCft 4854.6 39976.0 5097.33 41975.0

1-b +17a+

b



Sr.

No.

Ch

ap

ter

No

Item

No.





160 18 19

24596.21 P%Cft 14116.15 3472038.0 14821.96 3645640.0

Sub WORK No.III P.C.C PAVEMENT

161 4 29129641 P%Cft 403.9 523620.0 424.10 549801.0

162 6 3-d72839.18 P%Cft 7947.70 5789040.0 8345.09 6078492.0

163 6 5-f

72839.18 P%Cft 20116.80 14652912.0 21122.64 15385558.0

Sub work No.IV R.C.C SEWER

164 4 4515763.50 P.% Cft 950.4 149816.0 997.92 157307.0

165 4 29Dismantling brick or flagged flooring without concrete foundation. 7833 P%Sft 403.90 31637.0 424.10 33219.0

166 342 (i)

366063.42 %o Cft 4239.8 1552036.0 4451.79 1629638.0

42-ii 7-15Ft 54580.98 %o Cft 7116.75 388439.0 7472.59 407861.0

167 7 30Supplying and filling sand under floor: or plugging in wells.

23157.9 % Cft 1278.00 295958.0 1341.90 310756.0

170 21 3

12" i/d = 9992 P.Rft 376.3 3759990.0 395.12 3947990.015" i/d = 4832 P.Rft 461.6 2230451.0 484.68 2341974.018" i/d = 2678 P.Rft 502.10 1344624.0 527.21 1411855.0


Dismantling brick or flagged flooring with out concrete foundationCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:-(d) Ratio 1: 7:20






Sr.

No.

Ch

ap

ter

No

Item

No.





170 21 3

24" i/d = 260 P.Rft 770.60 200356.0 809.13 210374.0

171 3 13-b336515.12 %o Cft 1188.00 399780.0 1247.40 419769.0



Sr.

No.

Ch

ap

ter

No

Item

No.





172 21 12-c

15763.50 %Sft 4230.8 666922.0 4442.34 700268.0

172 21 107833 %Sft 2845.60 222896.0 2987.88 234041.0

OUT FALL STRICTURE 2.NOS

174 3 21-b

526.5 P%oCft 5005.45 2635.0 5255.72 2767.0

175 6 3-b84.50 P%Cft 10979.30 9278.0 11528.27 9742.0

176 7 4-i440.79 P%Cft 17896.80 78887.0 18791.64 82831.0

177 11 18-bCement pointing struck joints, on walls, upto a) ratio 1:2. 210 P%Sft 1596.35 3352.0 1676.17 3520.0

178 6 5-f

15.84 P%Cft 20116.80 3187.0 21122.64 3346.0








Sr.

No.

Ch

ap

ter

No

Item

No.





179 6 6-ii-c

74.20 P/Cft 232.75 17270.0 244.39 18134.0

180 6 9-b

168.33 P%Kg 11272.15 18974 11835.76 19923.0

181 6 2135.45 P%Cft 3234.00 4380 3395.70 4599.0

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.75' (132.No.)0.00 0.0

182 3 42-i-ii

40826.412 P%oCft 4239.80 173096.0 4451.79 181751.0

7'-15' ft depth 4374.480 P%oCft 7116.75 31132.0 7472.59 32689.0

183 6 25832.341 P%Cft 3234.00 188618.0 3395.70 198049.0


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 (Grade-40)Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.


Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.


Sr.

No.

Ch

ap

ter

No

Item

No.





1846 3-d

2935.086 P%Cft 9160.20 268860.0 9618.21 282303.0

7 76669.96 P%Cft 17197.70 1147080.0 18057.59 1204434.0

185 7 7 Extra for pacca brick work in circular massionery. 6669.96 P%Cft 1355.50 90411.0 1423.28 94932.0

1866 5-f

2135.76 P%Cft 20116.80 429647.0 21122.64 451129.0

11 4-a10603.56 P%Cft 1438.55 152538.0 1510.48 160165.0

187 21 9Extra for making finishing benching floor work in manhole. 1659.24 P%Cft 1344.20 22304.0 1411.41 23419.0




Cement neru plaster 1/4" thick upto 20'(6m) height 1:2 ratio of cement mortar.(6mm)


Sr.

No.

Ch

ap

ter

No

Item

No.





188 21 15-a

132.00 Each 4242.60 560023.0 4454.73 588024.0

189 21 13

396.00 Each 235.10 93100.0 246.86 97755.0


1903 42-i-ii

12990.18 P%oCft 4239.80 55076.0 4451.79 57830.0

7'-15' ft depth 5381.46 P%oCft 7116.75 38299.0 7472.59 40214.0

191 6 21855.56 P%Cft 3234.00 60009.0 3395.70 63009.0

192 6 3-d934.08 P%Cft 9160.2 85564.0 9618.21 89842.0

193 7 73019.380 P%Cft 17197.70 519264.0 18057.59 545227.0


195 6 5-f727.356 P%Cft 20116.80 146321.0 21122.64 153637.0

196 11 4-a4768.26 P%Cft 1438.55 68594.0 1510.48 72024.0











Sr.

No.

Ch

ap

ter

No

Item

No.





198 21 15-a

42.00 Each 4242.60 178189.0 4454.73 187098.0



Sr.

No.

Ch

ap

ter

No

Item

No.





199 21 13

126.00 Each 235.10 29623.0 246.86 31104.0


2003 42

6736.320 P%oCft 4239.80 28561.0 4451.79 29989.0

7'-15' ft depth 5052.24 P%oCft 7116.75 35956.0 7472.59 37754.0

201 6 2962.280 P%Cft 3234.00 31120.0 3395.70 32676.0

202 6 3-d497.8800 P%Cft 9160.2 45607.0 9618.21 47887.0

203 7 72073.960 P%Cft 17197.70 356673.0 18057.59 374507.0


205 6 5-f

344.52 P%Cft 20116.80 69306.0 21122.64 72771.0

206 11 4-a2926.26 P%Cft 1438.55 42096.0 1510.48 44201.0


208 21 15-a

18.00 Each 4242.60 76367.0 4454.73 80185.0










Sr.

No.

Ch

ap

ter

No

Item

No.





209 21 13

126.00 Each 235.10 29623.0 246.86 31104.0



Sr.

No.

Ch

ap

ter

No

Item

No.






210 3 42-i-ii

681.02 P%oCft 4239.80 2887 4451.79 3031.0

211 6 2113.50 P%Cft 3234.00 3671 3395.70 3855.0

212 6 3-d59.207 P%Cft 9160.2 5423 9618.21 5694.0

213 7 7-i81.080 P%Cft 17197.70 13944 18057.59 14641.0

214 7 7 Extra for pacca brick work in circular massionery. 81.08 P%Cft 1355.50 1099 1423.28 1154.0

215 6 5-f

65.42 P%Cft 20116.80 13160 21122.64 13818.0

216 11 4-b112.03 P%Cft 1438.55 1612 1510.48 1693.0

217 21 9Extra for making finishing benching floor work in manhole. 39.28 P%Cft 1344.20 528 1411.41 554.0

218 21 15-a

2.00 Each 4242.60 8485 4454.73 8909.0

219 21 13

2.00 Each 235.10 470 246.86 494.0

CONSTRUCTION OF GULY GRATTING 12"X12" (385.No.) 0.00 0.0






Cement neru plaster 1/2" thick upto 20' height 1:2 ratio of cement mortar.




Sr.

No.

Ch

ap

ter

No

Item

No.





220 3 42

60514.30 P%oCft 4239.80 256569 4451.79 269397.0



Sr.

No.

Ch

ap

ter

No

Item

No.





221 7 30 supply and filling sand under floor etc. 10104.325 P%Cft 1278.00 129133 1341.90 135590.0

222 21 1-iii Providing and laying R.C.C sewer pipe for 9" i/d 6160 P.Rft 305.65 1882804 320.93 1976944.0

223 3 13-a48411.44 P%oCft 1188.00 57513 1247.40 60389.0

224 21 7-b385.00 Each 2597.10 999884 2726.96 1049878.0

NON-STANDARDIZED ITEMS

SUB WORK No.II TUBE WELL BORING CONVERSION 2.No.

225

216 P.Rft 1900 410400.0 1995.00 430920.0

226

130 P.Rft 250 32500.0 262.50 34125.0

Provision made for puddle seal 6ft long. 2 Each 1000 2000.0 1050.00 2100.0

227

680 P.Rft 52.0 35360.0 54.60 37128.0

2284 Each 600 2400.0 630.00 2520.0

2292 Each 1000 2000.0 1050.00 2100.0

230

2 Each 9000 18000.0 9450.00 18900.0



Providing and installing, fiber glas FRP strainer in tubewell bore hole, including socket special socket studs integral socket nylon locking straps blind pipes with integral sockets joint to join the strainer with M.S. blind pipe complete in all respect to the entire satisfaction of the Engineer in charge. 8" i/d 1/4'' thick.

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 .

Providing welding 1/2" dia M.S bars with M.S bail plug & M.S blind pipe complete with all jointing , welding metrial.Providing & Fixing GI Sheet funnel in the top of PVC pipe for pouring shrouding materialP/F 1/2” thick M.S. well cap 12’’ i/d on tube well by means of things and welding and locking arrangements complete .

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





SUB WORK No.III PUMP HOUSE 12'X12' =2.No. 0.00 0.0

23127.0 P.Rft 630 17010.0 661.50 17861.0

P/Fixing R.S joists 8’’x 4” best quality pak Made. 18 lbs/Rft


Sr.

No.

Ch

ap

ter

No

Item

No.





2322 Each 3500 7000.0 3675.00 7350.0

SUB WORK No.IV Pumping Machinery 1.0 Cusic 2.Set

233 1

2 P.Set 1300000 2600000.0 1365000.00 2730000.0

a

b.

c.

Provision for electric fitting/ ceiling fan 56’’ Size etc. complete (N.S)

Supplying and installation at site and testing of HUD & PHE Department approved manufacturer vertical turbine pump having discharge of 1.0 cusec against total head 175 ft with 70 ft length of column pipe in addition to bowl assembly coupled with 40 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)

Providind errection of (ASD) pump manufacturers made automatic motor control unit (MCU) for 40BHP 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.

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.

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





d.

e.

f.

g.

h.

i.

j.

k.

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.

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.

Providing & laying of (1:2:4) pcc pump foundation of required size and depth with 4 No. foundation bolts complete in all respect.

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)

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.

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.

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).

Obtaining electric fitting report from LESCO (WAPDA) by the approved contractor.


Sr.

No.

Ch

ap

ter

No

Item

No.





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.


Sr.

No.

Ch

ap

ter

No

Item

No.





m.

n.

o.

234 22 Each 50000 100000.0 52500.00 105000.0

235 3

2 P.Set 50000 100000.0 52500.00 105000.0

236 SUB WORK No.VI DISTRIBUTION SYSTEM

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.

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.

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.

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.

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.


Sr.

No.

Ch

ap

ter

No

Item

No.





237

80 P.Rft 5543 443440 5820.15 465612.0

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 Malikwal 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 M.S and 10" i/d PVC pipe by mechincially means thorugh injecting pump and fiber glass coating inside and outside 18" i/d M.S Pipe as per specifications. all safety measures, site clearance complete in all respect to the entire satisfaction of Engineer In-charge.


Sr.

No.

Ch

ap

ter

No

Item

No.






238500 each 375 187500 393.75 196875.0

239500 each 450 225000 472.50 236250.0

2407500 each 80 600000 84.00 630000.0


241250 each 400 100000 420.00 105000.0

242250 each 450 112500 472.50 118125.0

2433750 each 80 300000.0 84.00 315000.0


244150 each 500 75000.0 525.00 78750.0

245 150 each 450 67500.0 472.50 70875.0

2462250 each 80 180000.0 84.00 189000.0

SUB WORK NO. VII OVER HEAD RESERVOIR 30,000, GALLONS

247

1 P.Job 50000 50000.0 52500.00 52500.0

248 b) Structual drawing and design detailing1 P.Job 50000 50000.0 52500.00 52500.0

Providing and fixing PVC clamp i/c nuts & bolts on pipe best/approved quality complete in all respect. 3" Dia

Providing and fixing brass ferrule valve best quality (300 gram weight). 1/2" Dia.

Providing and fixing PPRC pipe for house connections i/c specials. (Bend, reduser etc) 20 mm outer dia







Structural Design for OHR including soil investigation for determining the safe bearing capisity and foundation depth. The design should safe 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.


Sr.

No.

Ch

ap

ter

No

Item

No.





2491 P/Set 30000 30000.0 31500.00 31500.0

2501 P.Job 10000.0 10000.0 10500.00 10500.0

Providing and fixing float system and water level indicator guage

Panting of steel worn with water resisting paint on single coat of red lead primer 2 Coats.


Sr.

No.

Ch

ap

ter

No

Item

No.





251

1 P.Set 35000 35000.0 36750.00 36750.0

2521 P.Job 25000 25000.0 26250.00 26250.0

WASH OUT ARRANGEMENT ARRANGEMETN WITH CHAMBER 1.No.

253

1 Each 3200.00 3200.0 3360.00 3360.0

SUB WORK No.VIII STAFF QUARTER

254

1 Each 13500 13500.0 14175.00 14175.0

255 Providing and fixing ceiling fan 56" sweep complete in all respect. 2 Each 3250 6500.0 3412.50 6825.0

R.C.C SEWER

256 N.S26198.16 P.Cft 67.00 1755277.0 70.35 1843041.0

P.C.C PAVEMENT Total 81747691.0 85835076.0

Deduction of old Metrial

257N.S

Olds Bricks 396390 P%oNos 3500.00 1387365.0 3675.00 1456733.0

258 Brick Bats. 18876 P%Cft 1800.00 339768.0 1890.00 356756.0

Total 1727133.0 1813490.0

G.Total 80020558.0 84021586.0

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.

Lightening conductor 1" x 1/8" copper strip to earthing point 30ft from tank including earthing. Including manhole excavation & refilling & cost of chamber

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 underneath cross strips including cost of hinges, key and locking arrangement with painting padlock complete 3ft x 3ft Size 1 No.

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.


As per comparative statement the bid value of lowest bidder M/S FALCON ENTERPRISES Government Contractor come to Rs.83613481/-against T.S estimate provision Rs.80020558/-excess/ has come to Rs.3592923/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidderM/S FALCON ENTERPRISES Government Contractor recommended for approval please.


Sr.

No.

Ch

ap

ter

No

Item

No.





Executive Engineer Superintending EngineerPublic Health Engineering Division Public Health Engineering Circle

Mandi Bahauddin. Gujranwala



COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 12-05-2015 FOR RURAL WATER SUPPLY / SEWERAGE AND DRAINAGE SCHEME VILLAGE BADSHAH PUR TEHSIL MALIKWAL DISTRICT MANDI BAHAUDDIN.

(Test boring & its Conversion, if successful Const: of pump house, O.H.R 20000 Glns capacity P/L of 3" i/d to 10" i/d PVC / G.I pipe and Construction of Drainage System / Sullage Carrier Brick Pavement , P.C.C and R.C.C Sewer with allied work)

Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st Feb 2015 to 31 July 2015


Rate Amount Rate Amount

406.76 203378.0 402.86 201431.0

406.76 203378.0 402.86 201431.0

11937.69 23876.0 11823.41 23647.0

178.51 714.0 176.80 707.0

1392.02 757259.0 1378.69 750009.0

2379.50 571080.0 2356.72 565613.0

87.25 99581.0 86.41 98628.0

91.42 25962.0 90.54 25714.0

M/S Ch. Amjad Ali Govtt: Contractor (5.50% Above on MRS (1st feb 2015 to

31st JULY 2015)

M/S FALCON ENTERPRISE Govett: Contractor (4.49% Above on MRS (1st






31st JULY 2015)



1034.69 148996.0 1024.79 147569.0





31st JULY 2015)



5280.75 4647.0 5230.19 4603.0

9664.01 28340.0 9571.49 28069.0

17646.14 121494.0 17477.21 120331.0

4441.23 5097.0 4398.72 5048.0

18687.80 163354.0 18508.89 161790.0

1348.29 3644.0 1335.38 3609.0

1566.15 19734.0 1551.15 19545.0

3418.20 9844.0 3385.48 9750.0

330.95 65715.0 327.79 65086.0





31st JULY 2015)



11892.12 72318.0 11778.27 71626.0





31st JULY 2015)



893.59 50041.0 885.03 49562.0

404.43 25883.0 400.56 25636.0

193.33 12373.0 191.48 12255.0

1684.15 25363.0 1668.03 25120.0

6589.58 18978.0 6526.50 18797.0

227.30 3273.0 225.12 3241.0

86.09 2411.0 85.26 2388.0

780.33 3122.0 772.86 3092.0

3684.17 3286.0 3648.90 3255.0

7598.85 30775.0 7526.10 30481.0





31st JULY 2015)



1002.67 71641.0 993.07 70955.0





31st JULY 2015)



426.11 30680.0 422.04 30387.0

3765.61 1029925.0 3729.56 1020065.0

111.09 3756781.0 110.03 3720816.0

166.74 945432.0 165.15 936381.0

321.62 852285.0 318.54 844126.0

494.53 291774.0 489.80 288981.0

766.35 544110.0 759.02 538901.0

1067.24 773748.0 1057.02 766340.0

112.36 189772.0 111.28 187956.0

219.91 13195.0 217.81 13069.0

381.17 3812.0 377.52 3775.0

936.47 9365.0 927.51 9276.0

615.38 57846.0 609.49 57292.0

1130.75 24877.0 1119.92 24639.0

2224.41 33366.0 2203.12 33047.0





31st JULY 2015)



131.29 3677.0 130.04 3641.0

158.36 1584.0 156.84 1568.0

216.12 1297.0 214.05 1284.0

327.26 3273.0 324.13 3241.0

394.36 1183.0 390.58 1171.0

471.53 1415.0 467.02 1401.0

64.57 5811.0 63.95 5755.0

110.46 21650.0 109.40 21442.0

98.75 5925.0 97.80 5868.0

5595.25 44762.0 5541.68 44333.0

6511.41 32557.0 6449.07 32246.0

10934.28 32803.0 10829.60 32489.0

19906.64 19907.0 19716.06 19716.0

24589.04 24589.0 24353.64 24353.0

7833.96 15668.0 7758.96 15518.0

1253.34 274239.0 1241.34 271613.0

4463.49 318917.0 4420.76 315864.0





31st JULY 2015)



3002.11 216152.0 2973.37 214082.0





31st JULY 2015)



5280.75 17426.0 5230.19 17260.0

9664.01 26311.0 9571.49 26059.0

17646.14 261289.0 17477.21 258787.0

21223.22 15759.0 21020.04 15608.0

1658.62 24630.0 1642.74 24394.0

245.55 81607.0 243.20 80826.0

11892.12 121029.0 11778.27 119870.0

103.34 19130.0 102.35 18947.0





31st JULY 2015)



3765.61 29183.0 3729.56 28904.0





31st JULY 2015)



1253.34 9713.0 1241.34 9620.0

3765.61 14592.0 3729.56 14452.0

1253.34 4857.0 1241.34 4811.0

3765.61 8755.0 3729.56 8672.0

1253.34 2914.0 1241.34 2886.0

0.00 0.0 0.00 0.0

3724.94 12724.0 3689.28 12603.0

16645.37 37070.0 16486.01 36715.0





31st JULY 2015)



245.55 259302.0 243.20 256820.0

330.95 419980.0 327.79 415959.0





31st JULY 2015)



359.17 419875.0 355.74 415856.0





31st JULY 2015)



2005.34 10405.0 1986.15 10306.0

3258.68 25011.0 3227.49 24771.0

4512.02 29225.0 4468.83 28945.0

5765.36 37343.0 5710.17 36985.0

7018.70 9988.0 6951.51 9892.0

608.00 99273.0 602.18 98323.0

2379.50 578218.0 2356.72 572683.0

38481.86 115445.0 38113.46 114340.0

17646.14 101288.0 17477.21 100319.0

14892.54 44976.0 14749.97 44545.0

67.47 4992.0 66.82 4944.0

1514.61 3029.0 1500.11 3000.0

11892.12 1697719.0 11778.27 1681466.0





31st JULY 2015)



8259.44 34525.0 8180.37 34194.0

7881.06 74712.0 7805.61 73997.0

112.36 117301.0 111.28 116178.0

5280.75 462.0 5230.19 458.0

3684.17 345.0 3648.90 342.0

17646.14 4633.0 17477.21 4588.0

21223.22 596.0 21020.04 590.0

1566.15 469.0 1551.15 465.0

4392.49 63.0 4350.44 63.0





31st JULY 2015)



6730.74 6731.0 6666.31 6666.0





31st JULY 2015)



420.31 5044.0 416.29 4996.0

121.91 2438.0 120.74 2415.0

5280.75 1056.0 5230.19 1046.0

9664.01 1594.0 9571.49 1579.0

17646.14 15836.0 17477.21 15684.0

21223.22 955.0 21020.04 946.0

1658.62 1493.0 1642.74 1479.0

245.55 4946.0 243.20 4898.0

11892.12 7335.0 11778.27 7265.0

103.34 1159.0 102.35 1148.0

5280.75 8365.0 5230.19 8285.0





31st JULY 2015)



9664.01 38269.0 9571.49 37903.0

17646.14 187233.0 17477.21 185440.0

4875.37 15015.0 4828.69 14871.0

4864.08 308.0 4817.51 305.0

2523.40 2665.0 2499.24 2639.0

18687.80 320193.0 18508.89 317127.0

18143.57 108589.0 17969.88 107549.0

330.95 149386.0 327.79 147956.0

11892.12 164396.0 11778.27 162823.0





31st JULY 2015)



474.01 28441.0 469.47 28168.0





31st JULY 2015)



696.62 88296.0 689.95 87451.0

1048.46 2658.0 1038.42 2632.0

1566.15 52638.0 1551.15 52134.0

1947.16 35321.0 1928.52 34983.0

227.30 6757.0 225.12 6693.0

924.55 6814.0 915.70 6749.0

6589.58 48565.0 6526.50 48100.0

86.09 2066.0 85.26 2046.0

441.62 883.0 437.40 875.0

780.33 1560.0 772.86 1545.0

9664.01 40565.0 9571.49 40176.0

5875.93 98715.0 5819.68 97770.0

6.96 3482.0 6.90 3448.0

54.39 272.0 53.86 270.0





31st JULY 2015)



95.21 381.0 94.30 377.0

519.01 2595.0 514.04 2570.0





31st JULY 2015)



32.39 1134.0 32.08 1123.0

437.30 1749.0 433.11 1732.0

30.75 9226.0 30.46 9138.0

34.08 10223.0 33.75 10125.0

10.76 16142.0 10.66 15987.0

15.14 9084.0 14.99 8997.0

22.16 4431.0 21.94 4389.0

137.41 10993.0 136.10 10888.0

657.21 1972.0 650.92 1953.0

216.49 433.0 214.41 428.0

300.09 3001.0 297.22 2973.0





31st JULY 2015)



344.83 1724.0 341.53 1707.0

185.05 370.0 183.28 367.0

139.37 837.0 138.03 829.0





31st JULY 2015)



4132.44 4132.0 4092.87 4093.0

1210.14 2420.0 1198.55 2397.0

129.66 519.0 128.42 514.0

397.84 795.0 394.03 788.0

233.84 4677.0 231.60 4632.0

98.70 2961.0 97.75 2933.0

677.73 1356.0 671.24 1343.0

2527.89 5056.0 2503.68 5007.0

382.44 1148.0 378.78 1137.0

1161.98 2324.0 1150.85 2302.0

467.26 1869.0 462.79 1852.0

334.33 1338.0 331.13 1325.0

1612.67 4838.0 1597.23 4792.0





31st JULY 2015)



111.88 5595.0 110.81 5541.0

81.13 6490.0 80.35 6428.0

59.34 9495.0 58.78 9404.0

124.96 18745.0 123.77 18566.0

4021.82 76804.0 3983.32 76069.0

9664.01 1088796.0 9571.49 1078372.0

17646.14 1491078.0 17477.21 1476803.0

5380.97 1616660.0 5329.46 1601183.0

7703.35 2603693.0 7629.60 2578766.0





31st JULY 2015)



97.38 3656975.0 96.44 3621965.0

245.55 137312.0 243.20 135998.0

11892.12 165949.0 11778.27 164361.0

0.00 0.0 0.00 0.0

4021.82 51919.0 3983.32 51422.0

9664.01 274464.0 9571.49 271836.0

17646.14 1206004.0 17477.21 1194459.0

21223.22 225283.0 21020.04 223126.0

1572.69 84713.0 1557.63 83902.0





31st JULY 2015)



5121.60 42175.0 5072.57 41771.0





31st JULY 2015)



14892.54 3663000.0 14749.97 3627933.0

426.11 552419.0 422.04 547131.0

8384.82 6107437.0 8304.55 6048968.0

21223.22 15458822.0 21020.04 15310828.0

1002.67 158056.0 993.07 156543.0

426.11 33377.0 422.04 33058.0

4472.99 1637398.0 4430.17 1621722.0

7508.17 409803.0 7436.29 405880.0

1348.29 312236.0 1335.38 309247.0

397.00 3966789.0 393.20 3928814.0

486.99 2353126.0 482.33 2330598.0

529.72 1418578.0 524.64 1404998.0





31st JULY 2015)



812.98 211376.0 805.20 209352.0

1253.34 421768.0 1241.34 417730.0





31st JULY 2015)



4463.49 703603.0 4420.76 696867.0

3002.11 235155.0 2973.37 232904.0

5280.75 2780.0 5230.19 2753.0

11583.16 9788.0 11472.27 9695.0

18881.12 83226.0 18700.37 82429.0

1684.15 3536.0 1668.03 3503.0

21223.22 3362.0 21020.04 3330.0





31st JULY 2015)



245.55 18220.0 243.20 18045.0

11892.12 20018.0 11778.27 19826.0

3411.87 4621.0 3379.21 4577.0

0.00 0.0 0.00 0.0

4472.99 182616.0 4430.17 180868.0

7508.17 32844.0 7436.29 32530.0

3411.87 198992.0 3379.21 197087.0





31st JULY 2015)



9664.01 283647.0 9571.49 280932.0

18143.57 1210169.0 17969.88 1198584.0

1430.05 95384.0 1416.36 94470.0

21223.22 453278.0 21020.04 448938.0

1517.67 160928.0 1503.14 159387.0

1418.13 23531.0 1404.55 23305.0





31st JULY 2015)



4475.94 590824.0 4433.09 585168.0

248.03 98221.0 245.66 97280.0

4472.99 58105.0 4430.17 57549.0

7508.17 40405.0 7436.29 40019.0

3411.87 63309.0 3379.21 62703.0

9664.01 90270.0 9571.49 89406.0

18143.57 547824.0 17969.88 542579.0

1430.05 43179.0 1416.36 42766.0

21223.22 154369.0 21020.04 152891.0

1517.67 72367.0 1503.14 71674.0

1418.13 7487.0 1404.55 7416.0





31st JULY 2015)



4475.94 187989.0 4433.09 186190.0





31st JULY 2015)



248.03 31252.0 245.66 30953.0

4472.99 30132.0 4430.17 29843.0

7508.17 37934.0 7436.29 37570.0

3411.87 32832.0 3379.21 32517.0

9664.01 48115.0 9571.49 47655.0

18143.57 376290.0 17969.88 372688.0

1430.05 29659.0 1416.36 29375.0

21223.22 73118.0 21020.04 72418.0

1517.67 44411.0 1503.14 43986.0

1418.13 3208.0 1404.55 3178.0

4475.94 80567.0 4433.09 79796.0





31st JULY 2015)



248.03 31252.0 245.66 30953.0





31st JULY 2015)



4472.99 3046.0 4430.17 3017.0

3411.87 3873.0 3379.21 3836.0

9664.01 5721.0 9571.49 5666.0

18143.57 14711.0 17969.88 14570.0

1430.05 1159.0 1416.36 1148.0

21223.22 13884.0 21020.04 13751.0

1517.67 1701.0 1503.14 1684.0

1418.13 557.0 1404.55 552.0

4475.94 8952.0 4433.09 8866.0

248.03 496.0 245.66 491.0

0.00 0.0 0.00 0.0





31st JULY 2015)



4472.99 270680.0 4430.17 268089.0





31st JULY 2015)



1348.29 136235.0 1335.38 134931.0

322.46 1986358.0 319.37 1967342.0

1253.34 60676.0 1241.34 60095.0

2739.94 1054878.0 2713.71 1044779.0

2004.50 432972.0 1985.31 428827.0

263.75 34288.0 261.23 33959.0

1055.00 2110.0 1044.90 2090.0

54.86 37305.0 54.33 36948.0

633.00 2532.0 626.94 2508.0

1055.00 2110.0 1044.90 2090.0

9495.00 18990.0 9404.10 18808.0





31st JULY 2015)



0.00 0.0 0.00 0.0

664.65 17946.0 658.29 17774.0





31st JULY 2015)



3692.50 7385.0 3657.15 7314.0

1371500.00 2743000.0 1358370.00 2716740.0





31st JULY 2015)







31st JULY 2015)



52750.00 105500.0 52245.00 104490.0

52750.00 105500.0 52245.00 104490.0





31st JULY 2015)



5847.87 467829.0 5791.88 463350.0





31st JULY 2015)



395.63 197813.0 391.84 195919.0

474.75 237375.0 470.21 235103.0

84.40 633000.0 83.59 626940.0

422.00 105500.0 417.96 104490.0

474.75 118688.0 470.21 117551.0

84.40 316500.0 83.59 313470.0

527.50 79125.0 522.45 78368.0

474.75 71213.0 470.21 70531.0

84.40 189900.0 83.59 188082.0

52750.00 52750.0 52245.00 52245.0

52750.00 52750.0 52245.00 52245.0





31st JULY 2015)



31650.00 31650.0 31347.00 31347.0

10550.00 10550.0 10449.00 10449.0





31st JULY 2015)



36925.00 36925.0 36571.50 36572.0

26375.00 26375.0 26122.50 26123.0

3376.00 3376.0 3343.68 3344.0

14242.50 14243.0 14106.15 14106.0

3428.75 6858.0 3395.93 6792.0

70.69 1851817.0 70.01 1834089.0

86243814.0 85418162.0

3692.50 1463670.0 3657.15 1449658.0

1899.00 358455.0 1880.82 355024.0

1822125.0 1804681.0

84421689.0 83613481.0






31st JULY 2015)



page 1 d.n.ieproc.punjab.gov.pk/biddingdocuments/50484956/4851/...2018-03-0214 11 9-b cement plaster...

Documents