D.N.I - Punjabeproc.punjab.gov.pk/BiddingDocuments/72014_Bidding Documents.pdf · 3 1.PP-116 Executive Engineer Description of Items Qty: Unit Sr.No. Chapter No Item No. MRS B-I ANNUAL

1

1.PP-116 Executive Engineer

D.N.I.TName of Work: CONSTRUCTION OF STREETS, P.C.C AND SOLING AT VILLAGE PANDOWAL TEHSIL & DISTICT MANDI BAHAUDDIN.

(Construction of Drains , Brick on edge pavement, P.C.C, and Sign Board with allied work)Approximate Cost: 6.311 MillionEarnest Money: 0.316 Million Time Limits :( 1.Months)

MRS B-I ANNUAL PERIOD 1st Janurary 2017 to 30th June 2017

Description of Items Qty: UnitSr.No. Chapter No Item No.

CONSTRUCTION 0F SURFACE DRAINS 2768Rft

1 3 10-i

1407.57 P%oCft

2 6 3-d

830.44 P%Cft

3 7 4-i622.88 P%Cft

4 20 1-bii

2214 P%Rft

5 20 3-b

2491.50 P%Sft

6 20 6-a

2768 P/Rft

MRS B-I ANNUAL PERIOD 1st January 2017 to 30th June 2017

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.

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

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 I

2




7 6 6 (a-ii) 3

18.64 P/Cft

8 1 1

16.40 P%Cft

9 6 9-b

57.09 P%Kg

Brick Pavement

10 3 1+17 (a+b)

78872.44 P%oCft

11 18 19

24351.60 P%Cft

PLAIN CEMENT CONCRETE

12 4 299230 P%Sft

13 6 3-f4204.1 P%Cft

14 6 5-f

4204.1 P%Cft

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)

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 120 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)

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.

Dismantling brick or flagged flooring without concrete foundation.Cement concrete brick or stone ballast 1½ " to 2" (40 mm to

50 mm) gauge, in foundation and plinth:- (f) Ratio 1: 7:20

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

3




15 1 1

3699.61 P%Cft SIGN BOARD SIZE 4X3 = 2.No.

16 23 22-I-d56 P.Rft

17 25 10

29.84 P%Kg

18 13 5-d-i+ii

48.64 P%Sft

19 13 11 600 P.Words

20 3 10-i

15.76 P%oCft

21 6 5-f

15.66 P%Cft

22 1 1

13.78 P%CftNON-STANDARDAIZED ITEM'S

Deduction of old Metrial23

N.SOlds Bricks 28222 P%oNos

24 Brick Bats 1343.89 P%Cft

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.

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must be started at site within fortnight from the issuance of acceptance letter, otherwise it will be considered as rescinded automatically.

4Any 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

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 120 km (Ch.1, It.1)

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

Writing letter or figure per letter per inches (25mm) height.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: 4Carriage 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 120 km

(Ch.1, It.1)

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.

4




6

7

8All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

9

10

Rate to be quoted by the contractor on Technically sanctioned

Estimate__________________% above / below.

Contractor: -_______________

Executive EngineerPublic Health Engineering Division

Mandi Bahauddin.

Any omission of the completion / error there in, for interpretation will be referred to standardized rates posted at website by finance department during MRS, BI-ANNUAL PERIOD (1st January 2017, to 30th June 2017 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.

In case of rates quoted less than estimated rates, deposit at call for amount equivalent to a difference of cost between the bid amount and the estimate amount from any scheduled Bank shall be provided by the contractor as additional performance gurantee.

As per Government of the Punjab Finance Department Notification No.RO(Tech)FDI-2/83(VI)(P), dated 06.04.05 and clarification issued vide No. RO(Tech)FDI-2/83(VI)(P), dated 24.01.2006 in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the scheduled Bank equal to the tendered amount below estimate cost within 15 days of issuance of notice or within expiry period of the bid, which is earlier.

5


D.N.I.TCONSTRUCTION OF STREETS, P.C.C AND SOLING AT VILLAGE PANDOWAL TEHSIL & DISTICT MANDI BAHAUDDIN.

(Construction of Drains , Brick on edge pavement, P.C.C, and Sign Board with allied work)

Time Limits :( 1.Months)MRS B-I ANNUAL PERIOD 1st Janurary 2017 to 30th June 2017

4565.1 6426

10216.85 84845

18301.50 113996

5639.80 124865

8065.80 200959

97.85 270849

Estimated Rates

Rate to be quoted by the

Contractor

6


Estimated Rates


Contractor

241.50 4502

2800.00 459

9977.65 5696

5473.6 431716

15566.90 3790789

482.90 44572

8913.30 374724

20668.80 868937

7


Estimated Rates


Contractor

2800.00 103589

173.90 9738.0

11949.15 3566.0

729.80 355.0

10.45 6270.0

4565.10 72.0

20668.80 3237.0

2800.00 386

64505484000.00 1128882000.00 26878

6310782

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.

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

8


Estimated Rates


Contractor

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, BI-ANNUAL and decision of the competent authority will be final and binding upon the contractor.



As per Government of the Punjab Finance Department Notification No.RO(Tech)FDI-2/83(VI)(P), dated 06.04.05 and clarification issued vide No. RO(Tech)FDI-2/83(VI)(P), dated 24.01.2006 in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the scheduled Bank equal to the tendered amount below estimate cost within 15 days of issuance of notice or within expiry period of the bid,

9


COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 22-04-2017 FOR CONSTRUCTION OF STREETS & DRAINS MOHALLAHA SHAFQAT ABAD, KANDANWALA AND KOT FAZAL SHAH.

(Construction of Drains , Sullage Carriers, Brick on edge pavement, P.C.C,Tuff Tiles and R.C.C Sewer in streets with allied work)Approximate Cost: 5.825 Million Earnest Money: 0.117 Million


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Discription of ItemsESTIMATED COST

RATES QUOTED BY THE CONTRACTORS

Quantity Unit Rate Amount Rate CONSTRUCTION 0F SURFACE DRAINS 2430Rft

1 3 10-i

1235.65 P%oCft 4565.1 5641 4769.62

2 6 3-d

729.00 P%Cft 10216.85 74481 10674.56

3 7 4-i546.75 P%Cft 18301.50 100063 19121.41

4 20 1-bii

1944 P%Rft 5639.80 109638 5892.46

5 20 3-b

2187.00 P%Sft 8065.80 176399 8427.15

M/S Ch. Zubair Ahmad Tarar Govt: Contractor (4.48% Above on MRS (1st

January 2017 to 30th June 2017)






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Quantity Unit Rate Amount Rate



6 20 6-a

2430 P/Rft 97.85 237776 102.23

7 6

69.90 P/Cft 241.50 16881 252.32

8 1 1

61.51 P%Cft 2800.00 1722 2925.44


6 (a-ii) 3














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9 6 9-b

214.08 P%Kg 9977.65 21360 10424.65

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.5' X 1.5' = 80 Rft

10 3 10-i

510 P%oCft 4565.1 2328 4769.62

11 6 3-d

112.20 P%Cft 10216.85 11463 10674.56

12 7 4-i270 P%Cft 18301.50 49414 19121.41

13 6 5-F

60.06 P%Cft 20668.80 12414 21594.76

14 11 9-b Cement plaster 1/2" Thick ratio 1:4 200 P%Sft 1706.80 3414 1783.26



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



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15 6

37.50 P/Cft 241.50 9056 252.32

16 1 1

85.85 P%Cft 2800.00 2404 2925.44

17 6 9-b

114.85 P%Kg 9977.65 11459 10424.65

PROVIDING AND LAYING TUFF PAVER 60mm 0.00

18 7 4-i 689.06 P%Cft 18301.50 126108.0 19121.41

6 (a-ii) 3

Providing and laying reinforced cement concrete (including prestressed concrete), using coarse sand and screened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a)(ii) Reinforced cement concrete in slab of rafts / strip foundation, base slab of column and retaining walls; etc and other structural members other than those mentioned in 5(a) (i) above not requiring form work (i.e. horizental shuttering) complete in all respects:- (3) type C ( nominal mix 1:2:4)



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

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19 10 3

3675.00 P%Cft 3955.00 145346.0 4132.18

20 6 5-f

18.00 P%Cft 20668.80 3720.0 21594.76

21

14700.00 P.Sft 93.95 1381065.0 98.16

Providing, laying, watering and ramming brick ballast 1½" to

2"(40 mm to 50 mm) gauge mixed with 25% sand, for floor

foundation, complete in all respects.Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of

stone aggregate): (f) Ratio 1: 2: 4Providing and laying Tuff pavers, having 7000PSI ,crushing

strength of approved manufacturer, over 2" to 3" sand cushion

i/c grouting with sand in joints i/c finishing to require

slope.complete in all respect.(50% Gray / 50% coloured).60-

mm thick

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Brick Pavement

22 4 29250 P%Sft 482.90 1207 504.53

23 3

21696.3 P%oCft 5473.6 118757 5718.82

24 18 19

11924.64 P%Cft 15566.90 1856297 16264.30


25 4 291500 P%Sft 482.90 7244 504.53

26 6 3-f1877.37 P%Cft 8913.30 167336 9312.62

27 6 5-f

1877.37 P%Cft 20668.80 388030 21594.76

28 1 1

1652.00 P%Cft 2800.00 46256 2925.44

R.C.C SEWER

Dismantling brick or flagged flooring without concrete foundation.

1+17 (a+b)















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29 4 45 Dismantling and removing of road metalling. 171.00 P.% Cft 1136.25 1943.0 1187.15

30 3 42 (i)

10958.10 %o Cft 5014.4 54948.0 5239.057.1'-15' ft Depth. 2812.95 %o Cft 8423.75 23696.0 8801.13

31 7 30 Supplying and filling sand under floor: or plugging in wells.777.6 % Cft 1436.70 11172 1501.06

32 21 3

12." i/d = 334 P.Rft 404.65 135153.0 422.78

15." i/d = 242 P.Rft 496.85 120238.0 519.11

33 3 13-b11016.84 %o Cft 1420.30 15647.0 1483.93

34 21 12-c

171 P%Sft 3218.35 5503 3362.53

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.0' (4.No.)

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

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.

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

Black topd road with two coats of surfacing & 10" (250mm) depth of stone metal, for sub base & base.

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35 3 42-i-ii

1236.84 P%oCft 5014.40 6202 5239.05

36 6 2176.74 P%Cft 3648.50 6448 3811.95

37 6 3-d88.96 P%Cft 10216.85 9089 10674.56

38 7 7199.64 P%Cft 20105.35 40138 21006.07

39 7 7Extra for pacca brick work in circular massionery.

199.64 P%Cft 1520.90 3036 1589.04

40 6 5-f

64.72 P%Cft 20668.80 13377 21594.76

41 1 1

56.96 P%Cft 2800.00 1595 2925.44

42 11 4-b316.40 P%Cft 1929.80 6106 2016.26

43 21 950.28 P%Cft 1534.10 771 1602.83

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

Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.Brick or stone ballast 1.5" to 2" gauge in foundation and

plinth ratio 1:6:12 etc complete with all respect.Pacca brick work other than building upto 10ft. (3 m)

height in cement sand mortar ratio 1:3.

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




(Ch.1, It.1)Cement neru plaster 1/2" thick upto 20' height 1:2 ratio

of cement mortar.Extra for making finishing benching floor work in manhole.

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44 21 17

4.00 Each 6931.45 27726 7241.98

45 21 13

8.00 Each 226.90 1815 237.07

Providing and fixing, 6" (150 mm) thick R.C.C. manhole

cover with 3"x3"x¼" (75x75x6mm) angle iron frame, 22"

(550 mm) i/d as per standard drawing STD/PD No. 7 of

1977, complete in all respects.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.

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463 42-i-ii

618.42 P%oCft 5014.40 3101 5239.05

7'-15' Depth 457.08 P%oCft 8423.75 3850 8801.13

47 6 288.37 P%Cft 3648.50 3224 3811.95

48 6 3-d44.48 P%Cft 10216.85 4544 10674.56

49 7 7232.84 P%Cft 20105.35 46813 21006.07


232.84 P%Cft 1520.90 3541 1589.04

51 6 5-f

34.64 P%Cft 20668.80 7160 21594.76

52 1 1

30.48 P%Cft 2800.00 853 2925.44

53 11 4-b323.00 P%Cft 1929.80 6233 2016.26












of cement mortar.

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54 21 925.14 P%Cft 1534.10 386 1602.83

55 21 17

2.00 Each 6931.45 13863 7241.98

56 21 13

14.00 Each 226.90 3177 237.07CONSTRUCTION OF GULY GRATTING 12"X12" (8.No.)

57 3 42

1257.44 P%oCft 5014.40 6305 5239.05

58 7 30 Supply and filling sand under floor etc. 209.96 P%Cft 1436.70 3016 1501.06

59 21 1-iiiProviding and laying R.C.C sewer pipe for 9" i/d

128 P.Rft 336.75 43104 351.84

60 3 13-a1005.95 P%oCft 1420.30 1429 1483.93

61 21 7-b

8.00 Each 2846.40 22771 2973.92 SIGN BOARD SIZE 4X3 = 3.No.

62 23 22-I-d84 P.Rft 173.90 14608.0 181.69

Extra for making finishing benching floor work in manhole.Providing and fixing, 6" (150 mm) thick R.C.C. manhole




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 shavel.

Rehandling of earth work excavation lead upto 50ft taken 80% of excavation.Construction of Standard gully gratting chamber 12" x 12" with china wire trap as per PHED drawing standard P/D No.3 complete in all respect.


20


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63 25 10

44.76 P%Kg 11949.15 5348.0 12484.47

64 13

72.96 P%Sft 729.80 532.0 762.50

65 13 11 900 P.Words 10.45 9405.0 10.92

66 3 10-i

23.64 P%oCft 4565.10 108.0 4769.62

67 6 5-f

23.49 P%Cft 20668.80 4855.0 21594.76

68 1 1

20.67 P%Cft 2800.00 579 2925.44


5-d-i+ii











(Ch.1, It.1)

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NON-STANDARDAIZED ITEM'SR.C.C SEWER

69 N.S 735.55 P.Cft 85.77 63088.0 89.61

Deduction of old Metrial Total 584377570

N.SOlds Bricks 5350.8 P%oNos 4000.00 21403 4179.20

71 Brick Bats 254.8 P%Cft 2000.00 5096 2089.60

G.Total:- 5817276


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 Muhammad Manzar Iqbal Government Contractor come to Rs.6075566/-against T.S estimate provision Rs.5817276/-excess/ has come to Rs.258290-or 4.44 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Manzar Iqbal Government Contractor recommended for approval please.

22



(Construction of Drains , Sullage Carriers, Brick on edge pavement, P.C.C,Tuff Tiles and R.C.C Sewer in streets with allied work)Time Limits :( 2.Months)

MRS B-I ANNUAL PERIOD 1st Janurary 2017 to 30th June 2017RATES QUOTED BY THE CONTRACTORS

Amount Rate Amount

5894 4767.79 5891

77818 10670.48 77788

104546 19114.09 104506

114550 5890.21 114506

184302 8423.92 184231



M/S Muhammad Manzar Iqbal Govt: Contractor (4.44% Above on MRS (1st


23



Amount Rate Amount





248428 102.19 248333

17637 252.22 17631

1799 2924.32 1798

24



Amount Rate Amount





22317 10420.66 22308

2432 4767.79 2431

11977 10670.48 11972

51628 19114.09 51608

12970 21586.49 12965

3567 1782.58 3566

25



Amount Rate Amount





9462 252.22 9458

2512 2924.32 2511

11972 10420.66 11968

0 0.00 0

131758 19114.09 131707

26



Amount Rate Amount





151858 4130.60 151799

3887 21586.49 3885

1442937 98.12 1442384

27



Amount Rate Amount





1261 504.34 1261

124077 5716.63 124030

1939459 16258.07 1938717

7569 504.34 7566

174833 9309.05 174766

405414 21586.49 405259

48328 2924.32 48310

28



Amount Rate Amount





2030 1186.70 2029

57410 5237.04 5738824758 8797.76 24748

11673 1500.49 11668

0 0

141208 422.62 141154

125625 518.91 125577

16348 1483.36 16342

5750 3361.24 5747

29



Amount Rate Amount





6480 5237.04 6477

6737 3810.49 6734

9496 10670.48 9493

41936 20998.03 41920

3172 1588.43 3171

13976 21586.49 13971

1666 2924.32 1666

6380 2015.48 6377

806 1602.21 805

30



Amount Rate Amount





28968 7239.21 28957

1896 236.97 1896

31



Amount Rate Amount





3240 5237.04 3239

4022 8797.76 4021

3368 3810.49 3367

4748 10670.48 4746

48910 20998.03 48891

3700 1588.43 3698

7481 21586.49 7478

891 2924.32 891

6512 2015.48 6510

32



Amount Rate Amount





403 1602.21 403

14484 7239.21 14479

3319 236.97 3318

6587 5237.04 6585

3151 1500.49 3150

45035 351.70 45018

1493 1483.36 1492

23791 2972.78 23782

15262 181.62 15257

33



Amount Rate Amount





5588 12479.69 5585

556 762.20 556

9826 10.91 9823

113 4767.79 113

5073 21586.49 5071

605 2924.32 605

34



Amount Rate Amount





65914 89.58 65889

6105579 6103242

22362 4177.60 22354

5324 2088.80 5322

6077893 6075566

M/S Muhammad Manzar Iqbal Government Contractor come to Rs.6075566/-against T.S estimate provision Rs.5817276/-excess/ has come to Rs.258290-or 4.44 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Manzar Iqbal Government Contractor recommended for approval please.

35

Executive Engineer Superteintending Engineer

(Construction of Drains , Sullage Carriers, Brick on edge pavement, P.C.C in streets and R.C.C Sewer, with allied work)

Approximate Cost: 96.597 Million Earnest Money: 1.932 Million Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015

Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate Amount

PART- A PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN HAILAN AND GHANIAN, TEHSIL PHALIA


1 3 10-i

9948.80 P%oCft 2919.85 29049 3124.24 31082

2 6 3-d5869.50 P%Cft 8420.55 494244 9009.99 528841

3 7 4-i4402.13 P%Cft 16142.65 710620 17272.64 760363

4 20 1-bii

15652 P%Rft 4817.30 754004 5154.51 806784

COMPERATIVE OF SCHEME FOR TENDER RECEIVED ON 25-03-2015 FOR PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN HAILAN AND GHANIAN, TEHSIL PHALIA AND PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN SARLAY, LASOORI KALAN, DUGGAL, PHALIA BOOTA (INCL. THQ HOSPITAL), TEHSIL PHALIA.

M/S Babar Zaheer & Co Govt: Contractor (7.0% Above on MRS (1st August 2014 to 31st January

2015)





36


5 20 3-b

17608.50 P%Sft 6914.80 1217593 7398.84 1302825


37


6 20 6-a

19565 P/Rft 86.10 1684547 92.13 1802465

7 6 6 (a-ii) 3

1795.05 P/Cft 220.95 396616 236.42 424379

8 6 9-b

5498.00 P%Kg 11402.05 626885 12200.19 670767

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 2700 Rft. 0.00 0

9 3 10-i

10125 P%oCft 2919.85 29563 3124.24 31632

10 6 3-d

2531.25 P%Cft 8420.55 213145 9009.99 228065



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 includesremoval of rust from bars):- (b) Deformed bars (Grade-40)



38


11 7 4-i6075 P%Cft 16142.65 980666 17272.64 1049313


39


12 6 5-F

1465.43 P%Cft 19236.35 281895 20582.89 301628

13 11 9-b4050 P%Sft 1290.85 52279 1381.21 55939

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.5' X 1.5' = 1950 Rft 0.00 0

14 3 10-i

12431.25 P%oCft 2919.85 36297 3124.24 38838

15 6 3-d

2734.88 P%Cft 8420.55 230292 9009.99 246412

16 7 4-i6581.25 P%Cft 16142.65 1062388 17272.64 1136755

17 6 5-F

1463.96 P%Cft 19236.35 281612 20582.89 301325

18 11 9-b4875 P%Sft 1290.85 62929 1381.21 67334

Brick Pavement 0.00 0

19 4 293600 P%Sft 309.65 11147 331.33 11927

20 3 1+17 (a+b)

17613.37 P%oCft 4191.95 73834 4485.39 79002


Cement plaster 1:4 upto 20' (6m) height:- 1/2" (13mm) thick.


Brick or stone ballast 1.5" to 2" gauge in foundation and plinth ratio 1:6:12 etc complete with all respect.Pacca brick work in foundation and plinth in:-Cement, sand mortar:-Ratio 1:5




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).

40


21 18 19

17096.35 P%Cft 13538.30 2314555 14485.98 2476574

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.

41


PLAIN CEMENT CONCRETE 0.00 0

22 4 2965280 P%Sft 309.65 202140 331.33 216290

23 6 3-f

26122 P%Cft 7191.70 1878616 7695.12 2010119

24 6 5-f

26122 P%Cft 19236.35 5024919 20582.89 5376663R.C.C SEWER 0.00 0

25 4 4539974.25 P.% Cft 728.65 291272 779.66 311661

26 4 2922945.55 P%Sft 309.65 71051 331.33 76025

27 4 19-d1907.81 P.% Cft 1092.95 20851 1169.46 22311

28 4 19-c Dismantling cement concrete plain 1:2:4 1907.81 P.% Cft 4007.50 76455 4288.03 81807

29 3 42 (i)

463520.64 %o Cft 3337.85 1547162 3571.50 165546330 3 42-ii 7-15Ft 160440.26 %o Cft 5588.05 896548 5979.21 959306

31 7 3020658.48 % Cft 1231.80 254471 1318.03 272284

32 21 1

1900 P.Rft 298.70 567530 319.61 607257

Dismantling brick or flagged flooring without concrete foundation.Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (f) Ratio 1: 7:20


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

Dismantling brick or flagged flooring without concrete foundation.Dismantling of cement concrete with brick aggrigate.

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

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

Providing and laying R.C.C. pipe, moulded with cement concrete 1:1 1/2:3, with spigot socket or collar joint, etc including cost of reinforcement, conforming to B.S. 5911 PART I: 1981, Class ''L'' including carriage of pipe from factory to site of work, 9" i/d

42


33 21 3

0.00 #VALUE!12" i/d = 6980 P.Rft 369.35 2578063 395.20 275852718" i/d = 3995 P.Rft 491.60 1963942 526.01 2101418

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.

43


33 21 3

24" i/d = 1920 P.Rft 755.70 1450944 808.60 155251030" i/d = 4100 P.Rft 1120.30 4593230 1198.72 4914756

34 3 13-b499168.72 %o Cft 910.80 454643 974.56 486468

35 21 12-c

39974.25 %Sft 4390.25 1754970 4697.57 1877818

36 21 1022945.55 %Sft 2596.40 595758 2778.15 637461

37 6 3-d

1907.81 P%Cft 7191.70 137204 7695.12 146808

38 6 5-f

1907.81 P%Cft 19236.35 366993 20582.89 392683OUT FALL STRICTURE 2.NOS 0.00 0

39 3 21-b

526.5 P%oCft 3833.30 2018 4101.63 2159

40 6 3-b84.50 P%Cft 10263.80 8673 10982.27 9280

41 7 4-i439.67 P%Cft 17328.85 76190 18541.87 81523

42 11 18-b210 P%Sft 1382.85 2904 1479.65 3107

43 6 5-f

11.88 P%Cft 19236.35 2285 20582.89 2445


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.

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

Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth ratio 1:7:20Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4.

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

Cement pointing struck joints, on walls, upto a) ratio 1:2.


44


44 6 6-ii-c

78.23 P/Cft 220.95 17285 236.42 18495

45 6 9-b

177.47 P%Kg 11402.05 20235 12200.19 21651

46 6 2135.45 P%Cft 2818.20 3817 3015.47 4084

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 9" i/d AVERAGE DEPTH 7.0' (25.No.)0.00 0

47 3 42

7732.28 P%oCft 3337.85 25809 3571.50 27616

48 6 21104.61 P%Cft 2818.20 31130 3015.47 33309

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)

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.

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:-

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

45


49 6 3-d555.89 P%Cft 8420.55 46809 9009.99 50086

50 7 71290.44 P%Cft 17715.30 228605 18955.37 244607

51 7 7Extra for pacca brick work in circular massionery. 1290.44 P%Cft 1256.50 16214 1344.46 17349

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

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

46


52 6 5-f

314.85 P%Cft 19236.35 60565 20582.89 64805

53 11 4-b2044.60 P%Cft 1504.95 30770 1610.30 32924

54 21 9314.20 P%Cft 1189.20 3736 1272.44 3998

55 21 17

25.00 Each 4194.65 104866 4488.28 112207

56 21 13

75.00 Each 235.40 17655 251.88 18891

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 6'.53' (75.No.)0.00 0

57 3 42

17139.00 P%oCft 3337.85 57207 3571.50 61211

58 6 23313.83 P%Cft 2818.20 93390 3015.47 99927

59 6 3-d2074.72 P%Cft 8420.55 174703 9009.99 186932

60 7 73160.16 P%Cft 17715.30 559832 18955.37 599020


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" thick upto 20' height 1:2 ratio of cement mortar.

Extra for making finishing benching floor work in manhole.

Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with 3"x3"x¼" (75x75x6mm) angle iron frame, 22" (550 mm) i/d as per standard drawing STD/PD No. 7 of 1977, complete in all respects.

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


62 6 5-f

1213.82 P%Cft 19236.35 233495 20582.89 249840

63 11 4-b5053.06 P%Cft 1504.95 76046 1610.30 81369



48


64 21 9942.60 P%Cft 1189.20 11209 1272.44 11994

65 21 1775.00 Each 4194.65 314599 4488.28 336621

66 21 13

225.00 Each 235.40 52965 251.88 56673


67 3 42-i-ii

12371.60 P%oCft 3337.85 41295 3571.50 44186

68 6 21767.20 P%Cft 2818.20 49803 3015.47 53289

69 6 3-d889.60 P%Cft 8420.55 74909 9009.99 80153

70 7 71620.00 P%Cft 17715.30 286988 18955.37 307077


72 6 5-f

720.00 P%Cft 19236.35 138502 20582.89 148197

73 11 4-b2837.60 P%Cft 1504.95 42704 1610.30 45693

74 21 9502.80 P%Cft 1189.20 5979 1272.44 6398

Extra for making finishing benching floor work in manhole.Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with 3"x3"x¼" (75x75x6mm) angle iron frame, 22" (550 mm) i/d as per standard drawing STD/PD No. 7 of 1977, complete in all respects.


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 shavel. 0'-7' depth







49


75 21 17

40.00 Each 4194.65 167786 4488.28 179531


50


76 21 13

120.00 Each 235.40 28248 251.88 30225

CONSTRUCTION OF 5' DIA MANHOLE CHAMBER FOR R.C.C SEWER 24" to 30" i/d AVERAGE DEPTH 14' (36.No.)0.00 0

77 3 42-i-ii-iii

16936.92 P%oCft 3337.85 56533 3571.50 604907'-15' ft depth 16936.92 P%oCft 5588.05 94644 5979.21 101269

78 6 22419.56 P%Cft 2818.20 68188 3015.47 72961

79

6 3-d1289.52 P%Cft 8420.55 108585 9009.99 116186

7 7-i+85943.24 P%Cft 18197.30 1081509 19471.11 1157215


81 6 5-f

872.64 P%Cft 19236.35 167864 20582.89 179614

82 11 4-b8043.12 P%Cft 1504.95 121045 1610.30 129518

83 21 9707.04 P%Cft 1189.20 8408 1272.44 8997

84 21 17

36.00 Each 4194.65 151007 4488.28 161577










51


85 21 13

324.00 Each 235.40 76270 251.88 81609


52


CONSTRUCTION OF GULY GRATTING 12"X12" (238.No.) 0.00 0

86 3 42

37408.84 P%oCft 3337.85 124865 3571.50 13360687 7 30 supply and filling sand under floor etc. 6246.31 P%Cft 1231.80 76942 1318.03 82328

88 21 1-iiiProviding and laying R.C.C sewer pipe for 9" i/d 3808 P.Rft 298.70 1137450 319.61 1217072

89 3 13-a29927.07 P%oCft 910.80 27258 974.56 29166

90 21 7-b

238.00 Each 2485.80 591620 2659.81 633033

0.00 0

91 CONSTRUCTION 0F SURFACE DRAINS =9182Rft 0.00 0

92 3 10-i

4669.05 P%oCft 2919.85 13633 3124.24 14587

93 6 3-d

2754.60 P%Cft 8420.55 231952 9009.99 248189

94 7 4-i2065.95 P%Cft 16142.65 333499 17272.64 356844

95 20 1-bii

7345.6 P%Rft 4817.30 353860 5154.51 378630


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

Construction of Standard gully gratting chamber 12" x 12" with china wire trap as per PHED drawing standard P/D No.3 complete in all respect.

PART- B PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN SARLY, LASOORI KALAN, DUGGAL, PHALIA BOOTA ( INCL. THQ HOSPITAL),TEHSIL PHALIA





53


96 20 3-b

8263.8 P%Sft 6914.80 571425 7398.84 611425

97 20 6-a

9182 P/Rft 86.10 790570 92.13 845910

98 6 6 (a-ii) 3

1047.14 P/Cft 220.95 231366 236.42 247562

99 6 9-b

3207.00 P%Kg 11402.05 365664 12200.19 391260CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 5375 Rft. 0.00 0

Pacca brick work on edge laid in reimbursement in Cement sand mortar on side drains and on other works where required all joints to be completely filled and struck flush ratio 1:5…


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)


54


100 3 10-i

20156.25 P%oCft 2919.85 58853 3124.24 62973

101 6 3-d

5039.06 P%Cft 8420.55 424317 9009.99 454019

102 7 4-i12093.75 P%Cft 16142.65 1952252 17272.64 2088910




55


104 6 5-F

2917.275 P%Cft 19236.35 561177 20582.89 600459

105 11 9-b8063.00 P%Sft 1290.85 104081 1381.21 111367


106 3 10-i

13525 P%oCft 2919.85 39491 3124.24 42255

107 6 3-d

2705.00 P%Cft 8420.55 227776 9009.99 243720

108 7 4-i7607.81 P%Cft 16142.65 1228102 17272.64 1314069

109 6 5-F

1861.710 P%Cft 19236.35 358125 20582.89 383194

110 11 9-b5410.0 P%Sft 1290.85 69835 1381.21 74723


111 3 10-i

14726.25 P%oCft 2919.85 42998 3124.24 46008

112 6 3-d

3239.78 P%Cft 8420.55 272807 9009.99 291903

113 7 4-i7796.25 P%Cft 16142.65 1258521 17272.64 1346617











56


114 6 5-F

1734.23 P%Cft 19236.35 333603 20582.89 356955

115 11 9-b5775 P%Sft 1290.85 74547 1381.21 79765

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 2.0' X 2.0' =3360 Rft 0.00 0



57


116 3 10-i

31920 P%oCft 2919.85 93202 3124.24 99726

117 6 3-d

5266.80 P%Cft 8420.55 443494 9009.99 474539

118 7 4-i15120 P%Cft 16142.65 2440769 17272.64 2611623

119 6 5-F

2942.52 P%Cft 19236.35 566033 20582.89 605655

120 11 9-b11760 P%Sft 1290.85 151804 1381.21 162430


121 4 295400 P%Sft 309.65 16721 331.33 17891

122 3 1+17 (a+b)

25819.74 P%oCft 4191.95 108235 4485.39 115811

123 18 19

43730.96 P%Cft 13538.30 5920429 14485.98 6334859PLAIN CEMENT CONCRETE 0.00 0

124 4 2929403 P%Sft 309.65 91046 331.33 97419







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).



58


125 6 3-f

15203 P%Cft 7191.70 1093354 7695.12 1169889


59


126 6 5-f

15203 P%Cft 19236.35 2924502 20582.89 3129217R.C.C SEWER 0.00 0

127 4 4517024.5 P.% Cft 728.65 124049 779.66 132732

128 4 2913088.75 P%Sft 309.65 40529 331.33 43366

129 4 19-d835.31 P.% Cft 1092.95 9130 1169.46 9769


131 3 42 (i)

484525.68 %o Cft 3337.85 1617274 3571.50 17304833 42-ii 7-15Ft 20900.78 %o Cft 5588.05 116795 5979.21 124971

132 7 3016533.86 % Cft 1231.80 203664 1318.03 217920

133 21 1

3815 P.Rft 298.70 1139541 319.61 1219309




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:-0-7ft depth



60


134 21 3 0.00 #VALUE!

12" i/d = 7124 P.Rft 369.35 2631249 395.20 281543615" i/d = 4672 P.Rft 452.85 2115715 484.55 2263815


61


134 21 3

18" i/d = 4950 P.Rft 491.60 2433420 526.01 260375921" i/d = 2056 P.Rft 630.95 1297233 675.12 138803924" i/d = 585 P.Rft 755.70 442085 808.60 473031

135 3 13-b404341.17 %o Cft 910.80 368274 974.56 394053

136 21 12-c

17024.50 %Sft 4390.25 747418 4697.57 799737

137 21 1013088.75 %Sft 2596.40 339836 2778.15 363625

138 6 3-d

835.31 P%Cft 7191.70 60073 7695.12 64278

139 6 5-f

835.31 P%Cft 19236.35 160683 20582.89 171931OUT FALL STRUCTURE= 5.No 0.00 0

140 3 21-b

1316.25 P%oCft 3833.30 5046 4101.63 5399

141 6 3-b211.25 P%Cft 10263.80 21682 10982.27 23200

142 7 4-i1115.03 P%Cft 17328.85 193222 18541.87 206748

143 11 18-b525 P%Sft 1382.85 7260 1479.65 7768

144 6 5-f

29.70 P%Cft 19236.35 5713 20582.89 6113




Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth ratio 1:7:20Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate):(f) Ratio 1: 2: 4.






62


145 6 6-a-ii-3

195.57 P/Cft 220.95 43211 236.42 46236

146 6 9-b

443.67 P%Kg 11402.05 50587 12200.19 54128

147 6 2338.625 P%Cft 2818.20 9543 3015.47 10211

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 9" i/d AVERAGE DEPTH 7..41' (90.No.)0.00 0

148 3 42


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:-



63


149 6 23976.60 P%Cft 2818.20 112068 3015.47 119913

150 6 3-d2001.195 P%Cft 8420.55 168512 9009.99 180308



64


151 7 74897.42 P%Cft 17715.30 867593 18955.37 928325


153 6 5-f

1133.44 P%Cft 19236.35 218032 20582.89 233294

154 11 4-b7749.39 P%Cft 1504.95 116624 1610.30 124788

155 21 91131.12 P%Cft 1189.20 13451 1272.44 14393

156 21 17

90.00 Each 4194.65 377519 4488.28 403945

157 21 13

270.00 Each 235.40 63558 251.88 68007

158 CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.0' (74.No.)0.00 0

159 3 42-i

25830.440 P%oCft 3337.85 86218 3571.50 92253

160 6 23269.646 P%Cft 2818.20 92145 3015.47 98595

161 6 3-d2047.055 P%Cft 8420.55 172373 9009.99 184439







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



65


162 7 74343.926 P%Cft 17715.30 769540 18955.37 823408


66



164 6 5-f

1197.638 P%Cft 19236.35 230382 20582.89 246509

165 11 4-b5087.981 P%Sft 1504.95 76572 1610.30 81932

166 21 9930.032 P%Cft 1189.20 11060 1272.44 11834

167 21 17

74.00 Each 4194.65 310404 4488.28 332132

168 21 13

222.00 Each 235.40 52259 251.88 55917

0.00 0

169 3 42-i

15857.400 P%oCft 3337.85 52930 3571.50 56635

170 6 22518.511 P%Cft 2818.20 70977 3015.47 75945

171 6 3-d1267.424 P%Cft 8420.55 106724 9009.99 114195

172 7 72308.500 P%Cft 17715.30 408958 18955.37 437585






CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 15" i/d and 18" i/d AVERAGE DEPTH 6.50' (57.No.)





67



174 6 5-f

1026.000 P%Cft 19236.35 197365 20582.89 211181

175 11 4-b4043.490 P%Sft 1504.95 60853 1610.30 65113

176 21 9716.376 P%Cft 1189.20 8519 1272.44 9115

177 21 17

57.00 Each 4194.65 239095 4488.28 255832

178 21 13

171.00 Each 235.40 40253 251.88 43071


179 3 42-i


180 6 2485.980 P%Cft 2818.20 13696 3015.47 14655

181 6 3-d244.640 P%Cft 8420.55 20600 9009.99 22042

182 7 7213.730 P%Cft 17715.30 37863 18955.37 40513










68



184 6 5-f

183.810 P%Cft 19236.35 35358 20582.89 37833


69


185 11 4-b877.360 P%Sft 1504.95 13204 1610.30 14128

186 21 9138.270 P%Cft 1189.20 1644 1272.44 1759

187 21 17

11.00 Each 4194.65 46141 4488.28 49371

188 21 13

44.00 Each 235.40 10358 251.88 11083


189 3 42-i-ii

851.28 P%oCft 3337.85 2841 3571.50 3040

190 6 2170.25 P%Cft 2818.20 4798 3015.47 5134

191 6 3-d88.80 P%Cft 8420.55 7477 9009.99 8000

192 7 7-i149.892 P%Cft 17715.30 26554 18955.37 28413


194 6 5-f

47.01 P%Cft 19236.35 9043 20582.89 9676










70


195 11 4-b245.16 P%Cft 1504.95 3690 1610.30 3948

196 21 958.92 P%Cft 1189.20 701 1272.44 750



71


197 21 17

3.00 Each 4194.65 12584 4488.28 13465

199 21 13

6.00 Each 235.40 1412 251.88 1511CONSTRUCTION OF GULY GRATTING 12"X12" (250.No.) 0.00 0

200 3 42



203 3 13-a31436.00 P%oCft 910.80 28632 974.56 30636

204 21 7-b

250.00 Each 2485.80 621450 2659.81 664952NON-STANDARDAIZED ITEM'S 0.00 0

PART- A PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN HAILAN AND GHANIAN, TEHSIL PHALIA 0.00 0

0.00 0






CONSTRUCTION OF DISTRIBOTERY CROSSING FOR 47" I/D 3/8" THICK M.S CASING PIPE, FOR 30" I/D FOR PHALIA DISTRIBOUTERY CROSSING AT HAILAAN

72


205 N.S

100 Rft 13980.0 1398000 14958.60 1495860

Irrigation Distriboutery Crossing 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.

73


STONE CRUSHED FOR BEDDING OF R.C.C SEWER 90264471 0.00 96582984

206 N.S

55801.91 P.Cft 63.00 3515520 67.41 3761607Deduction of old Metrial 93779991 0.00 100344591

207N.S Olds Bricks(11007+199600=210607) 210607 P%oNos 3500.00 737125 3745.00 788723

Brick Bats(524+9505=10029) 10029 P%Cft 1800.00 180522 1926.00 193159208 NON-STANDARDAIZED ITEM'S 92862345 99362709

STONE CRUSHED FOR BEDDING OF R.C.C SEWER

209 N.S

45918.58 P.Cft 63.00 2892871 67.41 3095371Deduction of old Metrial 95755215 102458080

210N.S

Olds Bricks(16511+89903=106414) 106414 P%oNos 3500.00 372449 3745.00 398520211 Brick Bats(786+4281=5067) 5067 P%Cft 1800.00 91206 1926.00 97590

95291560 101961970

Executive Engineer Superintending EngineerPublic Health Engineering Division Public Health Engineering Circle

Mandi Bahauddin. Gujranwala

Providing placing stone crush 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 Ghazali Construction Company Government Contractor come to Rs.9,95,70,151/-against T.S estimate provision Rs.9,52,91,560/-excess/ has come to Rs.42,78,591/-or 4.49 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Ghazali Construction Company Government Contractor recommended for approval please.

74



Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015RATES QUOTED BY THE CONTRACTORS

Rate Amount Rate Amount

3050.95 30353 3109.64 30937

8798.63 516436 8967.89 526370

16867.45 742527 17191.92 756810

5033.60 787859 5130.42 803014


M/S Ghazali Constt: Company Govt: Contractor (4.49% Above on MRS (1st

August 2014 to 31st January 2015)

M/S Mian Abdul Razzaq Govt: Contractor (6.50% Above on MRS (1st August 2014 to 31st

January 2015)

75


7225.27 1272263 7364.26 1296737

76


89.97 1760183 91.70 1794043

230.87 414424 235.31 422396

11914.00 655032 12143.18 667633

0.00 0 0.00 0

3050.95 30890 3109.64 31485

8798.63 222715 8967.89 226999

77


16867.45 1024698 17191.92 1044409

78


20100.06 294552 20486.71 300218

1348.81 54626 1374.76 55677

0.00 0 0.00 0

3050.95 37927 3109.64 38656

8798.63 240632 8967.89 245261

16867.45 1110089 17191.92 1131443

20100.06 294256 20486.71 299917

1348.81 65755 1374.76 670190.00 0 0.00 0

323.55 11648 329.78 11872

4380.17 77149 4464.43 78633

79


14146.17 2418479 14418.29 2465001

80


0.00 0 0.00 0

323.55 211216 329.78 215279

7514.61 1962966 7659.16 2000726

20100.06 5250538 20486.71 53515390.00 0 0.00 0

761.37 304350 776.01 310205

323.55 74241 329.78 75669

1142.02 21787 1163.99 22206

4187.44 79888 4267.99 81425

3487.72 1616630 3554.81 16477285838.95 936803 5951.27 954824

1287.11 265897 1311.87 271012

312.11 593012 318.12 604419

81


0.00 #VALUE! 0.00 #VALUE!

385.93 2693818 393.36 2745637513.67 2052123 523.55 2091598

82


789.63 1516091 804.82 15452551170.60 4799466 1193.12 4891790

951.69 475056 970.00 484195

4587.37 1833768 4675.62 1869043

2712.98 622508 2765.17 634482

7514.61 143364 7659.16 146122

20100.06 383471 20486.71 3908480.00 0 0.00 0

4005.42 2109 4082.46 2149

10724.64 9062 10930.95 9237

18106.92 79611 18455.23 81142

1444.94 3034 1472.74 3093

20100.06 2388 20486.71 2434

83


230.87 18061 235.31 18409

11914.00 21144 12143.18 21550

2944.74 3988 3001.38 4065

0.00 0 0.00 0

3487.72 26968 3554.81 27487

2944.74 32528 3001.38 33153

84


8798.63 48911 8967.89 49852

18510.72 238869 18866.79 243464

1312.92 16942 1338.17 17268

85


20100.06 63284 20486.71 64502

1572.52 32152 1602.77 32770

1242.60 3904 1266.50 3979

4382.99 109574 4467.30 111682

245.97 18448 250.70 18803

0.00 0 0.00 0

3487.72 59776 3554.81 60925

2944.74 97583 3001.38 99460

8798.63 182547 8967.89 186059

18510.72 584968 18866.79 596221

1312.92 41490 1338.17 42288

86


20100.06 243979 20486.71 248672

1572.52 79460 1602.77 80989

87


1242.60 11712 1266.50 11938

4382.99 328724 4467.30 335048

245.97 55343 250.70 56408

0.00 0 0.00 0

3487.72 43149 3554.81 43979

2944.74 52039 3001.38 53040

8798.63 78272 8967.89 79778

18510.72 299874 18866.79 305642

1312.92 21269 1338.17 21678

20100.06 144721 20486.71 147505

1572.52 44621 1602.77 45480

1242.60 6247 1266.50 6368

88


4382.99 175320 4467.30 178692

89


245.97 29516 250.70 30084

0.00 0 0.00 0

3487.72 59071 3554.81 602085838.95 98894 5951.27 100796

2944.74 71250 3001.38 72620

8798.63 113460 8967.89 115643

19014.36 1130069 19380.12 1151807

1312.92 79750 1338.17 81284

20100.06 175401 20486.71 178775

1572.52 126480 1602.77 128913

1242.60 8786 1266.50 8955

4382.99 157787 4467.30 160822

90


245.97 79695 250.70 81228

91


0.00 0 0.00 0

3487.72 130471 3554.81 1329811287.11 80397 1311.87 81943

312.11 1188522 318.12 1211384

951.69 28482 970.00 29030

2597.41 618184 2647.38 630075

0.00 0 0.00 0

0.00 0 0.00 0

3050.95 14245 3109.64 14519

8798.63 242367 8967.89 247029

16867.45 348473 17191.92 355176

5033.60 369748 5130.42 376861

92


7225.27 597082 7364.26 608568

89.97 826067 91.70 841957

230.87 241754 235.31 246405

11914.00 382082 12143.18 3894320.00 0 0.00 0

93


3050.95 61495 3109.64 62678

8798.63 443369 8967.89 451898

16867.45 2039908 17191.92 2079148

94


20100.06 586374 20486.71 597654

1348.81 108754 1374.76 1108460.00 0 0.00 0

3050.95 41264 3109.64 42058

8798.63 238003 8967.89 242581

16867.45 1283244 17191.92 1307929

20100.06 374205 20486.71 381403

1348.81 72971 1374.76 743740.00 0 0.00 0

3050.95 44929 3109.64 45793

8798.63 285056 8967.89 290539

16867.45 1315029 17191.92 1340325

95


20100.06 348582 20486.71 355287

1348.81 77894 1374.76 793930.00 0 0.00 0

96


3050.95 97387 3109.64 99260

8798.63 463407 8967.89 472321

16867.45 2550360 17191.92 2599419

20100.06 591448 20486.71 602825

1348.81 158620 1374.76 1616710.00 0 0.00 0

323.55 17472 329.78 17808

4380.17 113095 4464.43 115270

14146.17 6186256 14418.29 63052570.00 0 0.00 0

323.55 95134 329.78 96964

97


7514.61 1142446 7659.16 1164422

98


20100.06 3055812 20486.71 31145950.00 0 0.00 0

761.37 129619 776.01 132112

323.55 42349 329.78 43163

1142.02 9540 1163.99 9723

4187.44 34978 4267.99 35651

3487.72 1689890 3554.81 17223975838.95 122039 5951.27 124387

1287.11 212809 1311.87 216902

312.11 1190706 318.12 1213611

99


0.00 #VALUE! 0.00 #VALUE!385.93 2749392 393.36 2802280473.18 2210711 482.29 2253236

100


513.67 2542681 523.55 2591592659.28 1355479 671.96 1381553789.63 461935 804.82 470821

951.69 384810 970.00 392212

4587.37 780977 4675.62 796000

2712.98 355095 2765.17 361925

7514.61 62770 7659.16 63978

20100.06 167898 20486.71 1711270.00 0 0.00 0

4005.42 5273 4082.46 5374

10724.64 22656 10930.95 23091

18106.92 201898 18455.23 205781

1444.94 7586 1472.74 7732

20100.06 5970 20486.71 6084

101


230.87 45151 235.31 46020

11914.00 52858 12143.18 53875

2944.74 9971 3001.38 10163

0.00 0 0.00 0

3487.72 97085 3554.81 989525838.95 9522 5951.27 9705

102


2944.74 117100 3001.38 119352

8798.63 176078 8967.89 179465

103


18510.72 906548 18866.79 923987

1312.92 64299 1338.17 65536

20100.06 227822 20486.71 232204

1572.52 121860 1602.77 124205

1242.60 14055 1266.50 14325

4382.99 394470 4467.30 402058

245.97 66412 250.70 67689

0.00 0 0.00 0

3487.72 90089 3554.81 91822

2944.74 96282 3001.38 98134

8798.63 180113 8967.89 183577

104


18510.72 804092 18866.79 819560

105


1312.92 57032 1338.17 58129

20100.06 240726 20486.71 245357

1572.52 80010 1602.77 81549

1242.60 11557 1266.50 11779

4382.99 324341 4467.30 330580

245.97 54605 250.70 55656

0.00 0 0.00 0

3487.72 55307 3554.81 56370

2944.74 74164 3001.38 75591

8798.63 111516 8967.89 113661

18510.72 427320 18866.79 435540

106


1312.92 30308 1338.17 30891

20100.06 206227 20486.71 210194

1572.52 63585 1602.77 64808

1242.60 8902 1266.50 9073

4382.99 249830 4467.30 254636

245.97 42060 250.70 42869

0.00 0 0.00 0

3487.72 11866 3554.81 120945838.95 1164 5951.27 1186

2944.74 14311 3001.38 14586

8798.63 21525 8967.89 21939

18510.72 39563 18866.79 40324

107


1312.92 2807 1338.17 2861

20100.06 36946 20486.71 37656

108


1572.52 13797 1602.77 14062

1242.60 1718 1266.50 1751

4382.99 48213 4467.30 49140

245.97 10823 250.70 11031

0.00 0 0.00 0

3487.72 2969 3554.81 3026

2944.74 5013 3001.38 5110

8798.63 7813 8967.89 7963

18510.72 27746 18866.79 28280

1312.92 1968 1338.17 2005

20100.06 9449 20486.71 9631

109


1572.52 3856 1602.77 3930

1242.60 732 1266.50 747

110


4382.99 13149 4467.30 13402

245.97 1475 250.70 15040.00 0 0.00 0

3487.72 137050 3554.81 1396861287.11 84450 1311.87 86074

312.11 1248447 318.12 1272462

951.69 29918 970.00 30493

2597.41 649353 2647.38 6618440.00 0 0.00 0

0.00 0 0.00 0

0.00 0 0.00 0

111


14607.70 1460770 14888.70 1488870

112


0.00 94317346 0.00 96131662

65.83 3673367 67.10 37440290.00 97990713 0.00 99875691

3657.15 770221 3727.50 7850381880.82 188627 1917.00 192256

97031864 98898397

65.83 3022760 67.10 3080907100054625 101979304

3657.15 389172 3727.50 3966581880.82 95301 1917.00 97134

99570151 101485512


1


D.N.I.TName of Work: CONSTRUCTION OF STREETS / DRAINS IN U.C KADHAR

(Construction of Drains , Brick on edge pavement, P.C.C, and Sign Board with allied work)Approximate Cost: 5.049 MillionEarnest Money: 0.252 Million Time Limits :( 1.Months)



CONSTRUCTION 0F SURFACE DRAINS 4040.Rft

1 3 10-i

2054.34 P%oCft

2 6 3-d

1212.00 P%Cft

3 7 4-i909 P%Cft

4 20 1-bii

3232 P%Rft

5 20 3-b

3636.00 P%Sft

6 20 6-a

4040 P/Rft








2




7 6 6 (a-ii) 3

18.64 P/Cft

8 1 1

16.40 P%Cft

9 6 9-b

57.09 P%Kg

Brick Pavement

10 3 1+17 (a+b)

35145.66 P%oCft

11 18 19

11284.00 P%Cft


12 4 299230 P%Sft

13 6 3-f6173.5 P%Cft

14 6 5-f

6173.5 P%Cft

























3




15 1 1

5432.68 P%Cft SIGN BOARD SIZE 4X3 = 3.No. 3

16 23 22-I-d84 P.Rft

17 25 10

44.76 P%Kg

18 13 5-d-i+ii

72.96 P%Sft

19 13 11 900 P.Words

20 3 10-i

23.64 P%oCft

21 6 5-f

23.49 P%Cft

22 1 1

20.67 P%CftNON-STANDARDAIZED ITEM'S

Deduction of old Metrial23

N.SOlds Bricks 28222 P%oNos

24 Brick Bats 1343.89 P%Cft

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.

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

4Any 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

















(Ch.1, It.1)

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.

4




6

7

8All the conditions of "Contract Agreement” and conditions mentioned in the DNIT will form part of the agreement and binding upon the contractor.

9

10

Rate to be quoted by the contractor on Technically sanctioned

Estimate__________________% above / below.

Contractor: -_______________


Mandi Bahauddin.

Any omission of the completion / error there in, for interpretation will be referred to standardized rates posted at website by finance department during MRS, BI-ANNUAL PERIOD (1st January 2017, to 30th June 2017 For Distt: M.B.Din and decision of the competent authority will be final and binding upon the contractor.



As per Government of the Punjab Finance Department Notification No.RO(Tech)FDI-2/83(VI)(P), dated 06.04.05 and clarification issued vide No. RO(Tech)FDI-2/83(VI)(P), dated 24.01.2006 in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the scheduled Bank equal to the tendered amount below estimate cost within 15 days of issuance of notice or within expiry period of the bid, which is earlier.

5


D.N.I.TCONSTRUCTION OF STREETS / DRAINS IN U.C KADHAR

(Construction of Drains , Brick on edge pavement, P.C.C, and Sign Board with allied work)

Time Limits :( 1.Months)MRS B-I ANNUAL PERIOD 1st Janurary 2017 to 30th June 2017

4565.1 9378

10216.85 123828

18301.50 166361

5639.80 182278

8065.80 293272

97.85 395314

Estimated Rates


Contractor

6


Estimated Rates


Contractor

241.50 4502

2800.00 459

9977.65 5696

5473.6 192373

15566.90 1756569

482.90 44572

8913.30 550263

20668.80 1275988

7


Estimated Rates


Contractor

2800.00 152115

173.90 14608.0

11949.15 5348.0

729.80 532.0

10.45 9405.0

4565.10 108.0

20668.80 4855.0

2800.00 579

51884034000.00 1128882000.00 26878

5048637

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.

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

8


Estimated Rates


Contractor

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, BI-ANNUAL and decision of the competent authority will be final and binding upon the contractor.



As per Government of the Punjab Finance Department Notification No.RO(Tech)FDI-2/83(VI)(P), dated 06.04.05 and clarification issued vide No. RO(Tech)FDI-2/83(VI)(P), dated 24.01.2006 in case the total tendered amount is less than 5% of the approved estimated (DNIT) amount, the lowest bidder will have to deposit an additional performance security from the scheduled Bank equal to the tendered amount below estimate cost within 15 days of issuance of notice or within expiry period of the bid,

9



(Construction of Drains , Sullage Carriers, Brick on edge pavement, P.C.C,Tuff Tiles and R.C.C Sewer in streets with allied work)Approximate Cost: 5.825 Million Earnest Money: 0.117 Million


Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate CONSTRUCTION 0F SURFACE DRAINS 2430Rft

1 3 10-i

1235.65 P%oCft 4565.1 5641 4769.62

2 6 3-d

729.00 P%Cft 10216.85 74481 10674.56

3 7 4-i546.75 P%Cft 18301.50 100063 19121.41

4 20 1-bii

1944 P%Rft 5639.80 109638 5892.46

5 20 3-b

2187.00 P%Sft 8065.80 176399 8427.15








10


Sr.

No.

Ch

ap

ter

No

Item

No.






6 20 6-a

2430 P/Rft 97.85 237776 102.23

7 6

69.90 P/Cft 241.50 16881 252.32

8 1 1

61.51 P%Cft 2800.00 1722 2925.44


6 (a-ii) 3














11


Sr.

No.

Ch

ap

ter

No

Item

No.






9 6 9-b

214.08 P%Kg 9977.65 21360 10424.65

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.5' X 1.5' = 80 Rft

10 3 10-i

510 P%oCft 4565.1 2328 4769.62

11 6 3-d

112.20 P%Cft 10216.85 11463 10674.56

12 7 4-i270 P%Cft 18301.50 49414 19121.41

13 6 5-F

60.06 P%Cft 20668.80 12414 21594.76

14 11 9-b Cement plaster 1/2" Thick ratio 1:4 200 P%Sft 1706.80 3414 1783.26






12


Sr.

No.

Ch

ap

ter

No

Item

No.






15 6

37.50 P/Cft 241.50 9056 252.32

16 1 1

85.85 P%Cft 2800.00 2404 2925.44

17 6 9-b

114.85 P%Kg 9977.65 11459 10424.65

PROVIDING AND LAYING TUFF PAVER 60mm 0.00

18 7 4-i 689.06 P%Cft 18301.50 126108.0 19121.41

6 (a-ii) 3




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

13


Sr.

No.

Ch

ap

ter

No

Item

No.






19 10 3

3675.00 P%Cft 3955.00 145346.0 4132.18

20 6 5-f

18.00 P%Cft 20668.80 3720.0 21594.76

21

14700.00 P.Sft 93.95 1381065.0 98.16

Providing, laying, watering and ramming brick ballast 1½" to

2"(40 mm to 50 mm) gauge mixed with 25% sand, for floor

foundation, complete in all respects.Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of

stone aggregate): (f) Ratio 1: 2: 4Providing and laying Tuff pavers, having 7000PSI ,crushing

strength of approved manufacturer, over 2" to 3" sand cushion

i/c grouting with sand in joints i/c finishing to require

slope.complete in all respect.(50% Gray / 50% coloured).60-

mm thick

14


Sr.

No.

Ch

ap

ter

No

Item

No.






Brick Pavement

22 4 29250 P%Sft 482.90 1207 504.53

23 3

21696.3 P%oCft 5473.6 118757 5718.82

24 18 19

11924.64 P%Cft 15566.90 1856297 16264.30


25 4 291500 P%Sft 482.90 7244 504.53

26 6 3-f1877.37 P%Cft 8913.30 167336 9312.62

27 6 5-f

1877.37 P%Cft 20668.80 388030 21594.76

28 1 1

1652.00 P%Cft 2800.00 46256 2925.44

R.C.C SEWER


1+17 (a+b)















15


Sr.

No.

Ch

ap

ter

No

Item

No.






29 4 45 Dismantling and removing of road metalling. 171.00 P.% Cft 1136.25 1943.0 1187.15

30 3 42 (i)

10958.10 %o Cft 5014.4 54948.0 5239.057.1'-15' ft Depth. 2812.95 %o Cft 8423.75 23696.0 8801.13

31 7 30 Supplying and filling sand under floor: or plugging in wells.777.6 % Cft 1436.70 11172 1501.06

32 21 3

12." i/d = 334 P.Rft 404.65 135153.0 422.78

15." i/d = 242 P.Rft 496.85 120238.0 519.11

33 3 13-b11016.84 %o Cft 1420.30 15647.0 1483.93

34 21 12-c

171 P%Sft 3218.35 5503 3362.53


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

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.


Black topd road with two coats of surfacing & 10" (250mm) depth of stone metal, for sub base & base.

16


Sr.

No.

Ch

ap

ter

No

Item

No.






35 3 42-i-ii

1236.84 P%oCft 5014.40 6202 5239.05

36 6 2176.74 P%Cft 3648.50 6448 3811.95

37 6 3-d88.96 P%Cft 10216.85 9089 10674.56

38 7 7199.64 P%Cft 20105.35 40138 21006.07


199.64 P%Cft 1520.90 3036 1589.04

40 6 5-f

64.72 P%Cft 20668.80 13377 21594.76

41 1 1

56.96 P%Cft 2800.00 1595 2925.44

42 11 4-b316.40 P%Cft 1929.80 6106 2016.26

43 21 950.28 P%Cft 1534.10 771 1602.83












of cement mortar.Extra for making finishing benching floor work in manhole.

17


Sr.

No.

Ch

ap

ter

No

Item

No.






44 21 17

4.00 Each 6931.45 27726 7241.98

45 21 13

8.00 Each 226.90 1815 237.07

Providing and fixing, 6" (150 mm) thick R.C.C. manhole




18


Sr.

No.

Ch

ap

ter

No

Item

No.







463 42-i-ii

618.42 P%oCft 5014.40 3101 5239.05

7'-15' Depth 457.08 P%oCft 8423.75 3850 8801.13

47 6 288.37 P%Cft 3648.50 3224 3811.95

48 6 3-d44.48 P%Cft 10216.85 4544 10674.56

49 7 7232.84 P%Cft 20105.35 46813 21006.07


232.84 P%Cft 1520.90 3541 1589.04

51 6 5-f

34.64 P%Cft 20668.80 7160 21594.76

52 1 1

30.48 P%Cft 2800.00 853 2925.44

53 11 4-b323.00 P%Cft 1929.80 6233 2016.26












of cement mortar.

19


Sr.

No.

Ch

ap

ter

No

Item

No.






54 21 925.14 P%Cft 1534.10 386 1602.83

55 21 17

2.00 Each 6931.45 13863 7241.98

56 21 13

14.00 Each 226.90 3177 237.07CONSTRUCTION OF GULY GRATTING 12"X12" (8.No.)

57 3 42

1257.44 P%oCft 5014.40 6305 5239.05

58 7 30 Supply and filling sand under floor etc. 209.96 P%Cft 1436.70 3016 1501.06

59 21 1-iiiProviding and laying R.C.C sewer pipe for 9" i/d

128 P.Rft 336.75 43104 351.84

60 3 13-a1005.95 P%oCft 1420.30 1429 1483.93

61 21 7-b

8.00 Each 2846.40 22771 2973.92 SIGN BOARD SIZE 4X3 = 3.No.

62 23 22-I-d84 P.Rft 173.90 14608.0 181.69

Extra for making finishing benching floor work in manhole.Providing and fixing, 6" (150 mm) thick R.C.C. manhole





Rehandling of earth work excavation lead upto 50ft taken 80% of excavation.Construction of Standard gully gratting chamber 12" x 12" with china wire trap as per PHED drawing standard P/D No.3 complete in all respect.


20


Sr.

No.

Ch

ap

ter

No

Item

No.






63 25 10

44.76 P%Kg 11949.15 5348.0 12484.47

64 13

72.96 P%Sft 729.80 532.0 762.50

65 13 11 900 P.Words 10.45 9405.0 10.92

66 3 10-i

23.64 P%oCft 4565.10 108.0 4769.62

67 6 5-f

23.49 P%Cft 20668.80 4855.0 21594.76

68 1 1

20.67 P%Cft 2800.00 579 2925.44


5-d-i+ii











(Ch.1, It.1)

21


Sr.

No.

Ch

ap

ter

No

Item

No.






NON-STANDARDAIZED ITEM'SR.C.C SEWER

69 N.S 735.55 P.Cft 85.77 63088.0 89.61

Deduction of old Metrial Total 584377570

N.SOlds Bricks 5350.8 P%oNos 4000.00 21403 4179.20

71 Brick Bats 254.8 P%Cft 2000.00 5096 2089.60

G.Total:- 5817276


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 Muhammad Manzar Iqbal Government Contractor come to Rs.6075566/-against T.S estimate provision Rs.5817276/-excess/ has come to Rs.258290-or 4.44 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Manzar Iqbal Government Contractor recommended for approval please.

22



(Construction of Drains , Sullage Carriers, Brick on edge pavement, P.C.C,Tuff Tiles and R.C.C Sewer in streets with allied work)Time Limits :( 2.Months)

MRS B-I ANNUAL PERIOD 1st Janurary 2017 to 30th June 2017RATES QUOTED BY THE CONTRACTORS

Amount Rate Amount

5894 4767.79 5891

77818 10670.48 77788

104546 19114.09 104506

114550 5890.21 114506

184302 8423.92 184231





23



Amount Rate Amount





248428 102.19 248333

17637 252.22 17631

1799 2924.32 1798

24



Amount Rate Amount





22317 10420.66 22308

2432 4767.79 2431

11977 10670.48 11972

51628 19114.09 51608

12970 21586.49 12965

3567 1782.58 3566

25



Amount Rate Amount





9462 252.22 9458

2512 2924.32 2511

11972 10420.66 11968

0 0.00 0

131758 19114.09 131707

26



Amount Rate Amount





151858 4130.60 151799

3887 21586.49 3885

1442937 98.12 1442384

27



Amount Rate Amount





1261 504.34 1261

124077 5716.63 124030

1939459 16258.07 1938717

7569 504.34 7566

174833 9309.05 174766

405414 21586.49 405259

48328 2924.32 48310

28



Amount Rate Amount





2030 1186.70 2029

57410 5237.04 5738824758 8797.76 24748

11673 1500.49 11668

0 0

141208 422.62 141154

125625 518.91 125577

16348 1483.36 16342

5750 3361.24 5747

29



Amount Rate Amount





6480 5237.04 6477

6737 3810.49 6734

9496 10670.48 9493

41936 20998.03 41920

3172 1588.43 3171

13976 21586.49 13971

1666 2924.32 1666

6380 2015.48 6377

806 1602.21 805

30



Amount Rate Amount





28968 7239.21 28957

1896 236.97 1896

31



Amount Rate Amount





3240 5237.04 3239

4022 8797.76 4021

3368 3810.49 3367

4748 10670.48 4746

48910 20998.03 48891

3700 1588.43 3698

7481 21586.49 7478

891 2924.32 891

6512 2015.48 6510

32



Amount Rate Amount





403 1602.21 403

14484 7239.21 14479

3319 236.97 3318

6587 5237.04 6585

3151 1500.49 3150

45035 351.70 45018

1493 1483.36 1492

23791 2972.78 23782

15262 181.62 15257

33



Amount Rate Amount





5588 12479.69 5585

556 762.20 556

9826 10.91 9823

113 4767.79 113

5073 21586.49 5071

605 2924.32 605

34



Amount Rate Amount





65914 89.58 65889

6105579 6103242

22362 4177.60 22354

5324 2088.80 5322

6077893 6075566

M/S Muhammad Manzar Iqbal Government Contractor come to Rs.6075566/-against T.S estimate provision Rs.5817276/-excess/ has come to Rs.258290-or 4.44 % which is within permissible limit i/e 4.50% hence the tender of lowest bidder M/S Muhammad Manzar Iqbal Government Contractor recommended for approval please.

35



Approximate Cost: 96.597 Million Earnest Money: 1.932 Million Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015

Sr.

No.

Ch

ap

ter

No

Item

No.



Quantity Unit Rate Amount Rate Amount

PART- A PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN HAILAN AND GHANIAN, TEHSIL PHALIA


1 3 10-i

9948.80 P%oCft 2919.85 29049 3124.24 31082

2 6 3-d5869.50 P%Cft 8420.55 494244 9009.99 528841

3 7 4-i4402.13 P%Cft 16142.65 710620 17272.64 760363

4 20 1-bii

15652 P%Rft 4817.30 754004 5154.51 806784


M/S Babar Zaheer & Co Govt: Contractor (7.0% Above on MRS (1st August 2014 to 31st January

2015)





36


5 20 3-b

17608.50 P%Sft 6914.80 1217593 7398.84 1302825


37


6 20 6-a

19565 P/Rft 86.10 1684547 92.13 1802465

7 6 6 (a-ii) 3

1795.05 P/Cft 220.95 396616 236.42 424379

8 6 9-b

5498.00 P%Kg 11402.05 626885 12200.19 670767

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 2700 Rft. 0.00 0

9 3 10-i

10125 P%oCft 2919.85 29563 3124.24 31632

10 6 3-d

2531.25 P%Cft 8420.55 213145 9009.99 228065






38


11 7 4-i6075 P%Cft 16142.65 980666 17272.64 1049313


39


12 6 5-F

1465.43 P%Cft 19236.35 281895 20582.89 301628

13 11 9-b4050 P%Sft 1290.85 52279 1381.21 55939


14 3 10-i

12431.25 P%oCft 2919.85 36297 3124.24 38838

15 6 3-d

2734.88 P%Cft 8420.55 230292 9009.99 246412

16 7 4-i6581.25 P%Cft 16142.65 1062388 17272.64 1136755

17 6 5-F

1463.96 P%Cft 19236.35 281612 20582.89 301325

18 11 9-b4875 P%Sft 1290.85 62929 1381.21 67334


19 4 293600 P%Sft 309.65 11147 331.33 11927

20 3 1+17 (a+b)

17613.37 P%oCft 4191.95 73834 4485.39 79002




Brick or stone ballast 1.5" to 2" gauge in foundation and plinth ratio 1:6:12 etc complete with all respect.Pacca brick work in foundation and plinth in:-Cement, sand mortar:-Ratio 1:5




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).

40


21 18 19

17096.35 P%Cft 13538.30 2314555 14485.98 2476574


41


PLAIN CEMENT CONCRETE 0.00 0

22 4 2965280 P%Sft 309.65 202140 331.33 216290

23 6 3-f

26122 P%Cft 7191.70 1878616 7695.12 2010119

24 6 5-f

26122 P%Cft 19236.35 5024919 20582.89 5376663R.C.C SEWER 0.00 0

25 4 4539974.25 P.% Cft 728.65 291272 779.66 311661

26 4 2922945.55 P%Sft 309.65 71051 331.33 76025

27 4 19-d1907.81 P.% Cft 1092.95 20851 1169.46 22311


29 3 42 (i)

463520.64 %o Cft 3337.85 1547162 3571.50 165546330 3 42-ii 7-15Ft 160440.26 %o Cft 5588.05 896548 5979.21 959306

31 7 3020658.48 % Cft 1231.80 254471 1318.03 272284

32 21 1

1900 P.Rft 298.70 567530 319.61 607257

Dismantling brick or flagged flooring without concrete foundation.Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- (f) Ratio 1: 7:20




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



42


33 21 3

0.00 #VALUE!12" i/d = 6980 P.Rft 369.35 2578063 395.20 275852718" i/d = 3995 P.Rft 491.60 1963942 526.01 2101418


43


33 21 3

24" i/d = 1920 P.Rft 755.70 1450944 808.60 155251030" i/d = 4100 P.Rft 1120.30 4593230 1198.72 4914756

34 3 13-b499168.72 %o Cft 910.80 454643 974.56 486468

35 21 12-c

39974.25 %Sft 4390.25 1754970 4697.57 1877818

36 21 1022945.55 %Sft 2596.40 595758 2778.15 637461

37 6 3-d

1907.81 P%Cft 7191.70 137204 7695.12 146808

38 6 5-f

1907.81 P%Cft 19236.35 366993 20582.89 392683OUT FALL STRICTURE 2.NOS 0.00 0

39 3 21-b

526.5 P%oCft 3833.30 2018 4101.63 2159

40 6 3-b84.50 P%Cft 10263.80 8673 10982.27 9280

41 7 4-i439.67 P%Cft 17328.85 76190 18541.87 81523

42 11 18-b210 P%Sft 1382.85 2904 1479.65 3107

43 6 5-f

11.88 P%Cft 19236.35 2285 20582.89 2445




Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth ratio 1:7:20Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4.






44


44 6 6-ii-c

78.23 P/Cft 220.95 17285 236.42 18495

45 6 9-b

177.47 P%Kg 11402.05 20235 12200.19 21651

46 6 2135.45 P%Cft 2818.20 3817 3015.47 4084


47 3 42

7732.28 P%oCft 3337.85 25809 3571.50 27616

48 6 21104.61 P%Cft 2818.20 31130 3015.47 33309

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)




45


49 6 3-d555.89 P%Cft 8420.55 46809 9009.99 50086

50 7 71290.44 P%Cft 17715.30 228605 18955.37 244607




46


52 6 5-f

314.85 P%Cft 19236.35 60565 20582.89 64805

53 11 4-b2044.60 P%Cft 1504.95 30770 1610.30 32924

54 21 9314.20 P%Cft 1189.20 3736 1272.44 3998

55 21 17

25.00 Each 4194.65 104866 4488.28 112207

56 21 13

75.00 Each 235.40 17655 251.88 18891

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 6'.53' (75.No.)0.00 0

57 3 42

17139.00 P%oCft 3337.85 57207 3571.50 61211

58 6 23313.83 P%Cft 2818.20 93390 3015.47 99927

59 6 3-d2074.72 P%Cft 8420.55 174703 9009.99 186932

60 7 73160.16 P%Cft 17715.30 559832 18955.37 599020











47


62 6 5-f

1213.82 P%Cft 19236.35 233495 20582.89 249840

63 11 4-b5053.06 P%Cft 1504.95 76046 1610.30 81369



48


64 21 9942.60 P%Cft 1189.20 11209 1272.44 11994

65 21 1775.00 Each 4194.65 314599 4488.28 336621

66 21 13

225.00 Each 235.40 52965 251.88 56673


67 3 42-i-ii

12371.60 P%oCft 3337.85 41295 3571.50 44186

68 6 21767.20 P%Cft 2818.20 49803 3015.47 53289

69 6 3-d889.60 P%Cft 8420.55 74909 9009.99 80153

70 7 71620.00 P%Cft 17715.30 286988 18955.37 307077


72 6 5-f

720.00 P%Cft 19236.35 138502 20582.89 148197

73 11 4-b2837.60 P%Cft 1504.95 42704 1610.30 45693

74 21 9502.80 P%Cft 1189.20 5979 1272.44 6398

Extra for making finishing benching floor work in manhole.Providing and fixing, 6" (150 mm) thick R.C.C. manhole cover with 3"x3"x¼" (75x75x6mm) angle iron frame, 22" (550 mm) i/d as per standard drawing STD/PD No. 7 of 1977, complete in all respects.









49


75 21 17

40.00 Each 4194.65 167786 4488.28 179531


50


76 21 13

120.00 Each 235.40 28248 251.88 30225

CONSTRUCTION OF 5' DIA MANHOLE CHAMBER FOR R.C.C SEWER 24" to 30" i/d AVERAGE DEPTH 14' (36.No.)0.00 0

77 3 42-i-ii-iii


78 6 22419.56 P%Cft 2818.20 68188 3015.47 72961

79

6 3-d1289.52 P%Cft 8420.55 108585 9009.99 116186

7 7-i+85943.24 P%Cft 18197.30 1081509 19471.11 1157215


81 6 5-f

872.64 P%Cft 19236.35 167864 20582.89 179614

82 11 4-b8043.12 P%Cft 1504.95 121045 1610.30 129518

83 21 9707.04 P%Cft 1189.20 8408 1272.44 8997

84 21 17

36.00 Each 4194.65 151007 4488.28 161577










51


85 21 13

324.00 Each 235.40 76270 251.88 81609


52


CONSTRUCTION OF GULY GRATTING 12"X12" (238.No.) 0.00 0

86 3 42



89 3 13-a29927.07 P%oCft 910.80 27258 974.56 29166

90 21 7-b

238.00 Each 2485.80 591620 2659.81 633033

0.00 0

91 CONSTRUCTION 0F SURFACE DRAINS =9182Rft 0.00 0

92 3 10-i

4669.05 P%oCft 2919.85 13633 3124.24 14587

93 6 3-d

2754.60 P%Cft 8420.55 231952 9009.99 248189

94 7 4-i2065.95 P%Cft 16142.65 333499 17272.64 356844

95 20 1-bii

7345.6 P%Rft 4817.30 353860 5154.51 378630









53


96 20 3-b

8263.8 P%Sft 6914.80 571425 7398.84 611425

97 20 6-a

9182 P/Rft 86.10 790570 92.13 845910

98 6 6 (a-ii) 3

1047.14 P/Cft 220.95 231366 236.42 247562

99 6 9-b

3207.00 P%Kg 11402.05 365664 12200.19 391260CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 1.0' X 1.0' = 5375 Rft. 0.00 0

Pacca brick work on edge laid in reimbursement in Cement sand mortar on side drains and on other works where required all joints to be completely filled and struck flush ratio 1:5…


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)


54


100 3 10-i

20156.25 P%oCft 2919.85 58853 3124.24 62973

101 6 3-d

5039.06 P%Cft 8420.55 424317 9009.99 454019

102 7 4-i12093.75 P%Cft 16142.65 1952252 17272.64 2088910




55


104 6 5-F

2917.275 P%Cft 19236.35 561177 20582.89 600459

105 11 9-b8063.00 P%Sft 1290.85 104081 1381.21 111367


106 3 10-i

13525 P%oCft 2919.85 39491 3124.24 42255

107 6 3-d

2705.00 P%Cft 8420.55 227776 9009.99 243720

108 7 4-i7607.81 P%Cft 16142.65 1228102 17272.64 1314069

109 6 5-F

1861.710 P%Cft 19236.35 358125 20582.89 383194

110 11 9-b5410.0 P%Sft 1290.85 69835 1381.21 74723


111 3 10-i

14726.25 P%oCft 2919.85 42998 3124.24 46008

112 6 3-d

3239.78 P%Cft 8420.55 272807 9009.99 291903

113 7 4-i7796.25 P%Cft 16142.65 1258521 17272.64 1346617











56


114 6 5-F

1734.23 P%Cft 19236.35 333603 20582.89 356955

115 11 9-b5775 P%Sft 1290.85 74547 1381.21 79765

CONSTRUCTION OF SULLAGE / STORM WATRER CHANNELS 2.0' X 2.0' =3360 Rft 0.00 0



57


116 3 10-i

31920 P%oCft 2919.85 93202 3124.24 99726

117 6 3-d

5266.80 P%Cft 8420.55 443494 9009.99 474539

118 7 4-i15120 P%Cft 16142.65 2440769 17272.64 2611623

119 6 5-F

2942.52 P%Cft 19236.35 566033 20582.89 605655

120 11 9-b11760 P%Sft 1290.85 151804 1381.21 162430


121 4 295400 P%Sft 309.65 16721 331.33 17891

122 3 1+17 (a+b)

25819.74 P%oCft 4191.95 108235 4485.39 115811

123 18 19

43730.96 P%Cft 13538.30 5920429 14485.98 6334859PLAIN CEMENT CONCRETE 0.00 0

124 4 2929403 P%Sft 309.65 91046 331.33 97419







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).



58


125 6 3-f

15203 P%Cft 7191.70 1093354 7695.12 1169889


59


126 6 5-f

15203 P%Cft 19236.35 2924502 20582.89 3129217R.C.C SEWER 0.00 0

127 4 4517024.5 P.% Cft 728.65 124049 779.66 132732

128 4 2913088.75 P%Sft 309.65 40529 331.33 43366

129 4 19-d835.31 P.% Cft 1092.95 9130 1169.46 9769


131 3 42 (i)

484525.68 %o Cft 3337.85 1617274 3571.50 17304833 42-ii 7-15Ft 20900.78 %o Cft 5588.05 116795 5979.21 124971

132 7 3016533.86 % Cft 1231.80 203664 1318.03 217920

133 21 1

3815 P.Rft 298.70 1139541 319.61 1219309




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:-0-7ft depth



60


134 21 3 0.00 #VALUE!

12" i/d = 7124 P.Rft 369.35 2631249 395.20 281543615" i/d = 4672 P.Rft 452.85 2115715 484.55 2263815


61


134 21 3

18" i/d = 4950 P.Rft 491.60 2433420 526.01 260375921" i/d = 2056 P.Rft 630.95 1297233 675.12 138803924" i/d = 585 P.Rft 755.70 442085 808.60 473031

135 3 13-b404341.17 %o Cft 910.80 368274 974.56 394053

136 21 12-c

17024.50 %Sft 4390.25 747418 4697.57 799737

137 21 1013088.75 %Sft 2596.40 339836 2778.15 363625

138 6 3-d

835.31 P%Cft 7191.70 60073 7695.12 64278

139 6 5-f

835.31 P%Cft 19236.35 160683 20582.89 171931OUT FALL STRUCTURE= 5.No 0.00 0

140 3 21-b

1316.25 P%oCft 3833.30 5046 4101.63 5399

141 6 3-b211.25 P%Cft 10263.80 21682 10982.27 23200

142 7 4-i1115.03 P%Cft 17328.85 193222 18541.87 206748

143 11 18-b525 P%Sft 1382.85 7260 1479.65 7768

144 6 5-f

29.70 P%Cft 19236.35 5713 20582.89 6113




Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth ratio 1:7:20Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate):(f) Ratio 1: 2: 4.






62


145 6 6-a-ii-3

195.57 P/Cft 220.95 43211 236.42 46236

146 6 9-b

443.67 P%Kg 11402.05 50587 12200.19 54128

147 6 2338.625 P%Cft 2818.20 9543 3015.47 10211

CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 9" i/d AVERAGE DEPTH 7..41' (90.No.)0.00 0

148 3 42


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:-



63


149 6 23976.60 P%Cft 2818.20 112068 3015.47 119913

150 6 3-d2001.195 P%Cft 8420.55 168512 9009.99 180308



64


151 7 74897.42 P%Cft 17715.30 867593 18955.37 928325


153 6 5-f

1133.44 P%Cft 19236.35 218032 20582.89 233294

154 11 4-b7749.39 P%Cft 1504.95 116624 1610.30 124788

155 21 91131.12 P%Cft 1189.20 13451 1272.44 14393

156 21 17

90.00 Each 4194.65 377519 4488.28 403945

157 21 13

270.00 Each 235.40 63558 251.88 68007

158 CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 12" i/d AVERAGE DEPTH 7.0' (74.No.)0.00 0

159 3 42-i

25830.440 P%oCft 3337.85 86218 3571.50 92253

160 6 23269.646 P%Cft 2818.20 92145 3015.47 98595

161 6 3-d2047.055 P%Cft 8420.55 172373 9009.99 184439










65


162 7 74343.926 P%Cft 17715.30 769540 18955.37 823408


66



164 6 5-f

1197.638 P%Cft 19236.35 230382 20582.89 246509

165 11 4-b5087.981 P%Sft 1504.95 76572 1610.30 81932

166 21 9930.032 P%Cft 1189.20 11060 1272.44 11834

167 21 17

74.00 Each 4194.65 310404 4488.28 332132

168 21 13

222.00 Each 235.40 52259 251.88 55917

0.00 0

169 3 42-i

15857.400 P%oCft 3337.85 52930 3571.50 56635

170 6 22518.511 P%Cft 2818.20 70977 3015.47 75945

171 6 3-d1267.424 P%Cft 8420.55 106724 9009.99 114195

172 7 72308.500 P%Cft 17715.30 408958 18955.37 437585






CONSTRUCTION OF 4' DIA MANHOLE CHAMBER FOR R.C.C SEWER 15" i/d and 18" i/d AVERAGE DEPTH 6.50' (57.No.)





67



174 6 5-f

1026.000 P%Cft 19236.35 197365 20582.89 211181

175 11 4-b4043.490 P%Sft 1504.95 60853 1610.30 65113

176 21 9716.376 P%Cft 1189.20 8519 1272.44 9115

177 21 17

57.00 Each 4194.65 239095 4488.28 255832

178 21 13

171.00 Each 235.40 40253 251.88 43071


179 3 42-i


180 6 2485.980 P%Cft 2818.20 13696 3015.47 14655

181 6 3-d244.640 P%Cft 8420.55 20600 9009.99 22042

182 7 7213.730 P%Cft 17715.30 37863 18955.37 40513










68



184 6 5-f

183.810 P%Cft 19236.35 35358 20582.89 37833


69


185 11 4-b877.360 P%Sft 1504.95 13204 1610.30 14128

186 21 9138.270 P%Cft 1189.20 1644 1272.44 1759

187 21 17

11.00 Each 4194.65 46141 4488.28 49371

188 21 13

44.00 Each 235.40 10358 251.88 11083


189 3 42-i-ii

851.28 P%oCft 3337.85 2841 3571.50 3040

190 6 2170.25 P%Cft 2818.20 4798 3015.47 5134

191 6 3-d88.80 P%Cft 8420.55 7477 9009.99 8000

192 7 7-i149.892 P%Cft 17715.30 26554 18955.37 28413


194 6 5-f

47.01 P%Cft 19236.35 9043 20582.89 9676










70


195 11 4-b245.16 P%Cft 1504.95 3690 1610.30 3948

196 21 958.92 P%Cft 1189.20 701 1272.44 750



71


197 21 17

3.00 Each 4194.65 12584 4488.28 13465

199 21 13

6.00 Each 235.40 1412 251.88 1511CONSTRUCTION OF GULY GRATTING 12"X12" (250.No.) 0.00 0

200 3 42



203 3 13-a31436.00 P%oCft 910.80 28632 974.56 30636

204 21 7-b

250.00 Each 2485.80 621450 2659.81 664952NON-STANDARDAIZED ITEM'S 0.00 0

PART- A PROVISION OF SEWERAGE / DRAINAGE / PAVEMENT IN HAILAN AND GHANIAN, TEHSIL PHALIA 0.00 0

0.00 0






CONSTRUCTION OF DISTRIBOTERY CROSSING FOR 47" I/D 3/8" THICK M.S CASING PIPE, FOR 30" I/D FOR PHALIA DISTRIBOUTERY CROSSING AT HAILAAN

72


205 N.S

100 Rft 13980.0 1398000 14958.60 1495860

Irrigation Distriboutery Crossing 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.

73


STONE CRUSHED FOR BEDDING OF R.C.C SEWER 90264471 0.00 96582984

206 N.S

55801.91 P.Cft 63.00 3515520 67.41 3761607Deduction of old Metrial 93779991 0.00 100344591

207N.S Olds Bricks(11007+199600=210607) 210607 P%oNos 3500.00 737125 3745.00 788723

Brick Bats(524+9505=10029) 10029 P%Cft 1800.00 180522 1926.00 193159208 NON-STANDARDAIZED ITEM'S 92862345 99362709

STONE CRUSHED FOR BEDDING OF R.C.C SEWER

209 N.S

45918.58 P.Cft 63.00 2892871 67.41 3095371Deduction of old Metrial 95755215 102458080

210N.S

Olds Bricks(16511+89903=106414) 106414 P%oNos 3500.00 372449 3745.00 398520211 Brick Bats(786+4281=5067) 5067 P%Cft 1800.00 91206 1926.00 97590

95291560 101961970

Executive Engineer Superintending EngineerPublic Health Engineering Division Public Health Engineering Circle

Mandi Bahauddin. Gujranwala





74



Time Limits :( 12.Months)

MRS B-I ANNUAL PERIOD 1st August 2014 to 31 January 2015RATES QUOTED BY THE CONTRACTORS

Rate Amount Rate Amount

3050.95 30353 3109.64 30937

8798.63 516436 8967.89 526370

16867.45 742527 17191.92 756810

5033.60 787859 5130.42 803014


M/S Ghazali Constt: Company Govt: Contractor (4.49% Above on MRS (1st

August 2014 to 31st January 2015)

M/S Mian Abdul Razzaq Govt: Contractor (6.50% Above on MRS (1st August 2014 to 31st

January 2015)

75


7225.27 1272263 7364.26 1296737

76


89.97 1760183 91.70 1794043

230.87 414424 235.31 422396

11914.00 655032 12143.18 667633

0.00 0 0.00 0

3050.95 30890 3109.64 31485

8798.63 222715 8967.89 226999

77


16867.45 1024698 17191.92 1044409

78


20100.06 294552 20486.71 300218

1348.81 54626 1374.76 55677

0.00 0 0.00 0

3050.95 37927 3109.64 38656

8798.63 240632 8967.89 245261

16867.45 1110089 17191.92 1131443

20100.06 294256 20486.71 299917

1348.81 65755 1374.76 670190.00 0 0.00 0

323.55 11648 329.78 11872

4380.17 77149 4464.43 78633

79


14146.17 2418479 14418.29 2465001

80


0.00 0 0.00 0

323.55 211216 329.78 215279

7514.61 1962966 7659.16 2000726

20100.06 5250538 20486.71 53515390.00 0 0.00 0

761.37 304350 776.01 310205

323.55 74241 329.78 75669

1142.02 21787 1163.99 22206

4187.44 79888 4267.99 81425

3487.72 1616630 3554.81 16477285838.95 936803 5951.27 954824

1287.11 265897 1311.87 271012

312.11 593012 318.12 604419

81


0.00 #VALUE! 0.00 #VALUE!

385.93 2693818 393.36 2745637513.67 2052123 523.55 2091598

82


789.63 1516091 804.82 15452551170.60 4799466 1193.12 4891790

951.69 475056 970.00 484195

4587.37 1833768 4675.62 1869043

2712.98 622508 2765.17 634482

7514.61 143364 7659.16 146122

20100.06 383471 20486.71 3908480.00 0 0.00 0

4005.42 2109 4082.46 2149

10724.64 9062 10930.95 9237

18106.92 79611 18455.23 81142

1444.94 3034 1472.74 3093

20100.06 2388 20486.71 2434

83


230.87 18061 235.31 18409

11914.00 21144 12143.18 21550

2944.74 3988 3001.38 4065

0.00 0 0.00 0

3487.72 26968 3554.81 27487

2944.74 32528 3001.38 33153

84


8798.63 48911 8967.89 49852

18510.72 238869 18866.79 243464

1312.92 16942 1338.17 17268

85


20100.06 63284 20486.71 64502

1572.52 32152 1602.77 32770

1242.60 3904 1266.50 3979

4382.99 109574 4467.30 111682

245.97 18448 250.70 18803

0.00 0 0.00 0

3487.72 59776 3554.81 60925

2944.74 97583 3001.38 99460

8798.63 182547 8967.89 186059

18510.72 584968 18866.79 596221

1312.92 41490 1338.17 42288

86


20100.06 243979 20486.71 248672

1572.52 79460 1602.77 80989

87


1242.60 11712 1266.50 11938

4382.99 328724 4467.30 335048

245.97 55343 250.70 56408

0.00 0 0.00 0

3487.72 43149 3554.81 43979

2944.74 52039 3001.38 53040

8798.63 78272 8967.89 79778

18510.72 299874 18866.79 305642

1312.92 21269 1338.17 21678

20100.06 144721 20486.71 147505

1572.52 44621 1602.77 45480

1242.60 6247 1266.50 6368

88


4382.99 175320 4467.30 178692

89


245.97 29516 250.70 30084

0.00 0 0.00 0

3487.72 59071 3554.81 602085838.95 98894 5951.27 100796

2944.74 71250 3001.38 72620

8798.63 113460 8967.89 115643

19014.36 1130069 19380.12 1151807

1312.92 79750 1338.17 81284

20100.06 175401 20486.71 178775

1572.52 126480 1602.77 128913

1242.60 8786 1266.50 8955

4382.99 157787 4467.30 160822

90


245.97 79695 250.70 81228

91


0.00 0 0.00 0

3487.72 130471 3554.81 1329811287.11 80397 1311.87 81943

312.11 1188522 318.12 1211384

951.69 28482 970.00 29030

2597.41 618184 2647.38 630075

0.00 0 0.00 0

0.00 0 0.00 0

3050.95 14245 3109.64 14519

8798.63 242367 8967.89 247029

16867.45 348473 17191.92 355176

5033.60 369748 5130.42 376861

92


7225.27 597082 7364.26 608568

89.97 826067 91.70 841957

230.87 241754 235.31 246405

11914.00 382082 12143.18 3894320.00 0 0.00 0

93


3050.95 61495 3109.64 62678

8798.63 443369 8967.89 451898

16867.45 2039908 17191.92 2079148

94


20100.06 586374 20486.71 597654

1348.81 108754 1374.76 1108460.00 0 0.00 0

3050.95 41264 3109.64 42058

8798.63 238003 8967.89 242581

16867.45 1283244 17191.92 1307929

20100.06 374205 20486.71 381403

1348.81 72971 1374.76 743740.00 0 0.00 0

3050.95 44929 3109.64 45793

8798.63 285056 8967.89 290539

16867.45 1315029 17191.92 1340325

95


20100.06 348582 20486.71 355287

1348.81 77894 1374.76 793930.00 0 0.00 0

96


3050.95 97387 3109.64 99260

8798.63 463407 8967.89 472321

16867.45 2550360 17191.92 2599419

20100.06 591448 20486.71 602825

1348.81 158620 1374.76 1616710.00 0 0.00 0

323.55 17472 329.78 17808

4380.17 113095 4464.43 115270

14146.17 6186256 14418.29 63052570.00 0 0.00 0

323.55 95134 329.78 96964

97


7514.61 1142446 7659.16 1164422

98


20100.06 3055812 20486.71 31145950.00 0 0.00 0

761.37 129619 776.01 132112

323.55 42349 329.78 43163

1142.02 9540 1163.99 9723

4187.44 34978 4267.99 35651

3487.72 1689890 3554.81 17223975838.95 122039 5951.27 124387

1287.11 212809 1311.87 216902

312.11 1190706 318.12 1213611

99


0.00 #VALUE! 0.00 #VALUE!385.93 2749392 393.36 2802280473.18 2210711 482.29 2253236

100


513.67 2542681 523.55 2591592659.28 1355479 671.96 1381553789.63 461935 804.82 470821

951.69 384810 970.00 392212

4587.37 780977 4675.62 796000

2712.98 355095 2765.17 361925

7514.61 62770 7659.16 63978

20100.06 167898 20486.71 1711270.00 0 0.00 0

4005.42 5273 4082.46 5374

10724.64 22656 10930.95 23091

18106.92 201898 18455.23 205781

1444.94 7586 1472.74 7732

20100.06 5970 20486.71 6084

101


230.87 45151 235.31 46020

11914.00 52858 12143.18 53875

2944.74 9971 3001.38 10163

0.00 0 0.00 0

3487.72 97085 3554.81 989525838.95 9522 5951.27 9705

102


2944.74 117100 3001.38 119352

8798.63 176078 8967.89 179465

103


18510.72 906548 18866.79 923987

1312.92 64299 1338.17 65536

20100.06 227822 20486.71 232204

1572.52 121860 1602.77 124205

1242.60 14055 1266.50 14325

4382.99 394470 4467.30 402058

245.97 66412 250.70 67689

0.00 0 0.00 0

3487.72 90089 3554.81 91822

2944.74 96282 3001.38 98134

8798.63 180113 8967.89 183577

104


18510.72 804092 18866.79 819560

105


1312.92 57032 1338.17 58129

20100.06 240726 20486.71 245357

1572.52 80010 1602.77 81549

1242.60 11557 1266.50 11779

4382.99 324341 4467.30 330580

245.97 54605 250.70 55656

0.00 0 0.00 0

3487.72 55307 3554.81 56370

2944.74 74164 3001.38 75591

8798.63 111516 8967.89 113661

18510.72 427320 18866.79 435540

106


1312.92 30308 1338.17 30891

20100.06 206227 20486.71 210194

1572.52 63585 1602.77 64808

1242.60 8902 1266.50 9073

4382.99 249830 4467.30 254636

245.97 42060 250.70 42869

0.00 0 0.00 0

3487.72 11866 3554.81 120945838.95 1164 5951.27 1186

2944.74 14311 3001.38 14586

8798.63 21525 8967.89 21939

18510.72 39563 18866.79 40324

107


1312.92 2807 1338.17 2861

20100.06 36946 20486.71 37656

108


1572.52 13797 1602.77 14062

1242.60 1718 1266.50 1751

4382.99 48213 4467.30 49140

245.97 10823 250.70 11031

0.00 0 0.00 0

3487.72 2969 3554.81 3026

2944.74 5013 3001.38 5110

8798.63 7813 8967.89 7963

18510.72 27746 18866.79 28280

1312.92 1968 1338.17 2005

20100.06 9449 20486.71 9631

109


1572.52 3856 1602.77 3930

1242.60 732 1266.50 747

110


4382.99 13149 4467.30 13402

245.97 1475 250.70 15040.00 0 0.00 0

3487.72 137050 3554.81 1396861287.11 84450 1311.87 86074

312.11 1248447 318.12 1272462

951.69 29918 970.00 30493

2597.41 649353 2647.38 6618440.00 0 0.00 0

0.00 0 0.00 0

0.00 0 0.00 0

111


14607.70 1460770 14888.70 1488870

112


0.00 94317346 0.00 96131662

65.83 3673367 67.10 37440290.00 97990713 0.00 99875691

3657.15 770221 3727.50 7850381880.82 188627 1917.00 192256

97031864 98898397

65.83 3022760 67.10 3080907100054625 101979304

3657.15 389172 3727.50 3966581880.82 95301 1917.00 97134

99570151 101485512
