d.n.i.t for repair / rehabiliation of sewarage & water

1/4.

100.000 Million5.000 Million

Time Limit 24 Months.

Sr.No.

Chap:No.

Item No.

1 4 31 R.C.C SEWER.Disjoining R.C.C. pipes inside the trench and dismantling and removing the pipes from the trench and stacking them outside:-

3420 P.Rft.2

3 42Earthwork 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. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth

212277.00 %o Cft3 7 30 Supplying and filling sand under floor; or plugging in wells.

12" i/d 25835.00 % Cft4 21 1iii Providing and laying R.C.C. pipe, moulded with cement

concrete 1:1½:3, with spigot socket or collar joint, etc.including cost of reinforcement, conforming to B.S.5911: Part I: 1981, Class \"L\" including carriage of pipefrom factory to site of work, lowering in trenches tocorrect alignment and grade, jointing, cutting pipes wherenecessary, finishing and testing, etc., complete. 9" I/d

1980 P. Rft5 21 3 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 carriag of pipe from factory to site of work, lowering in trenchest correct alignment and grade, jointing with rubber ring, cutting pipes where necessary, testing, etc., complete. (12") i/d 8990.00 Per Rft

6 3 13a Rehandling of earthwork: Lead upto a single throw of Kassi, phaorah or shovel 169821.00 %o Cft

7 bCarraige and re-carraige of surplus material upto 3 miles

42455.00 %o Cft8 Provision for making Connection of New Sewer with

Existing Manhole i/c Cost of Dewatering /by Pass Arrangement 4.00 P.Job

9 Repair of underground services like sui-gass, water supply and telephone. 1.00 P.Job

10 4 45 Dismantling and removing road metalling 415 % Cft.11 4 29 Dismantling brick or flagged flooring without concrete

foundation. 781 % Sft.

D.N.I.T FOR REPAIR / REHABILIATION OF SEWARAGE & WATER SUPPLY AND PROVIDING / LYING OF TUFF TILES IN CITY SADIQ ABAD, DISTRICT R.Y.KHAN.

( RCC Sewer 9",12",15" i/d, Rising Main / Distribution System Tuff Tiles with other allied work)

Approximate Cost Rs. Earnest Money Rs.

Rate for MRS 1st July, 2021 To 31th

December, 2021. Description of items Quantity Unit Rates Quoted by the Contractor

F:\A-Official\Tender\Tender Notice by Nadeem Abbass Sb XEN\Tender Notice of 6 No- New ADP 2021-22 tenderd on 03-09-2021\4.No DNIT ADP 2021-2022.xls1 of 21 DNIT 1(4)ADP 100million SDK.....

Sr.No.

Chap:No.

Item No.



12 21 10 Restoration of brick pavement on edge, over laied service line, with 2” sand cushion under soling.

781 % Sft.13 Provision for Dewatering During Laying of sewer 20.00 P.Hours

14 4 13 MAKING CONNECTION OF NEW SEWERWITH EXISTING MANHOLEDismantling brick work in lime or cement mortar. 54.00 % Cft.

15 7 7i Pacca brick work other than building up to 10' height.Ratio(1:3) 35.28 %Cft

16 6 5 Cement concrete plain i/c placing, compacting,finishing,and curing complete i/c screening and washing of stoneaggregate. Ratio 1 : 2 : 4 65.52 %Cft

173

31MANHOLE CHAMBEREarthwork 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. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 12341.80 %o Cft

18 i) 07 ft. to 15 ft. depth 144.82 %o Cft19 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm

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

2882.56 % Cft20 7 7i+1

0Pacca brick work other than building upto 10ft. (3 m) height and extra for pacca brick work in steining of wells or any other circular masonry. . i) cement, sand mortar: Ratio 1:3 8698.60 % Cft

21 6 5 Cement concrete plain including placing, compacting, finishing and curing complete (including screening andwashing of stone aggregate):Ratio 1: 2: 4 2513.12 % Cft

22 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13 mm) thick 14234.94 % Sft

23 21 9 Extra for making and finishing benching floor work in manhole chamber, with 1/8" (3 mm) thick cement finish.

2311.52 % Sft24 21 13 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.

184.00 Each25 21 15a Providing and fixing 6" thick R.C.C. manhole cover with

tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per StandardDrawing STD/PD No. 6, of 1977, complete in all respect.

508.00 Each


Sr.No.

Chap:No.

Item No.



26 3 21(b), Providing and fixing sign board.Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and ramminglead upto one chain (30 m) and lift upto 5 ft. (1.5 m).

45.00 %o Cft27 6 5(f), Cement concrete plain including placing, compacting,

finishing and curing complete (including screeningandwashing of stone aggregate):Ratio 1: 2: 4 45.90 % Cft

28 23 22(ii f), Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches, with socket joints, using G.I pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. 2" i/d (50 mm) thick (Medium quality) 375.00 P. Rft

29 25 10+15, Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders,tanks, etc., including cutting, drilling, revitting,handling,assembling and fixing, but excluding erection inposition. 324.00 % Kg

30 13 5(d), Painting new surface:- Preparing surface and painting guard bars, gates of ironbars, gratings, railing (including standards, braces, etc.)and in similar open work:-(Three coats)

360.00 % Sft31 13 5(e), Painting new surface:-

Preparing surface and painting of fillets, framing, skirtings,pipes, gutters, and similar linear work not exceeding 6"(150 mm) girth:- (Three coats) 375.00 % Lft

32 13 10, Writing letters or figures, per letter, per inch (25 mm)height. 7230.00 Per Letter

33 3 44 RISING MAIN/DISTRIBUTION SYSTEMEarth work excavation of trenches in all kinds of soilexcept cutting rock for water supply pipe line up to 5''depth G . L. I. /c trimming dressig sides leveling the bedsof trenches to correct grade cutting its for jiontnig etc:comlete in all respect .3'' to 6" dia PVC pipe 50287 P %0 Cft.

34 23 26 P/L Cutting jointing testing and disinfecting PVC pipe line of BSS with '' B''class working pressure pipe in tranches complet in all respect. 8'' dia PVC pipe 4500 P.Rft.

35 6'' dia PVC pipe400 P.Rft.



38 23 28 P/F C. I. Special of BSS Class ''B'' such as tee, bend,cross, callor, reducer, tail piece complete in all respect. 3" to 6" .Tee reducer ,bend 716 P.Kg.

39 23 34 a Providing and fitting C.I. flanges on pipes, including turning, threading, facing and fitting, etc. complete in all respects:a) ' 3" to 6" (80 to 150 mm) i/d 345 P.Kg.


Sr.No.

Chap:No.

Item No.



40 23 40 Providing and installing P.V.C. Tapered core, B.S.S.Class `B' working pressure:- 6" dia.

8 Each41 4" dia. 13 Each42 3" dia 10 Each43 23 30 P/F S/Valve of BSS quality and weight for class B' for cost

iron pipe line ,and Asbostos cement pipe line(I/c cost ofjointing materials.). 8" dia 2 Each

44 6 dia 2 Each45 4" dia 4 Each46 3" dia 4 Each47 3 13 Back filling of earth by rehandling of earth work laid upto

single throw of Kassi &/compaction. 40230 P%o Cft48 4 45

Dismantling and removing road metalling 410 % Cft.49 4 29 Dismentiling brick or flaged flooring without concrete

foundatin.(for tuff tile)869 % Sft.

50 4 29 Dismentiling brick or flaged flooring without concretefoundatin

1500 % Sft.51 21 11 Restoration of brick pavement on edge, over laied service

line, with 2” sand cushion under soling.1500 % Sft.

52 21 12 C Restoration of metalled road, on laid service, i/ccompaction, black topped road, with two coats ofsurfacing and 10” depth of stone metal, for sub base andbase.

789 % Sft.53 3 21 SLUICE VALVE CHAMBER

Excavation in foundation of building, bridges and otherstructures I/c dag-belling dressing, refilling aroundstructure with excavated earth watering and ramming leadupto one chain(30m) and lift upto 5 ft: (1.5 m) etc:

1000 P%o Cft54 6 3 Cement concrete brick or stone ballast 1-1/2" to 2" guage

in foundation and plinth. Ratio 1:6:12 125.00 P % Cft55 7 4 Pacca brick work in foundation and plinth in cement sand

mortor. Ratio 1:5 506 P% Cft 56 11 8 Cement plaster 1:4 upto 20 ft: height 1/2" thick

1485 P% Sft57 6 5 Cement concrete plain i/c placing complacting ,finishing

and curing complete.(i/c screening and washing of stoneof aggregates) Ratio 1:2:4

14.4 P% Cft


Sr.No.

Chap:No.

Item No.



58 6 6 Providing and laying reinforced cement concrete(including prestressed concrete) using coarse sand andscreened graded and washed aggregate in requiredshape and design, including forms,moulds, shuttering,lifting, compacting, curing, rendering, and finishingexposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position etc).

(a) (1) Reinforced cement concrete: in roof slab,columns lintels, girders and other structural members laidin situ or pre cast laid in position, or pre stressedmembers cast in situ, complete in all respect. Type X (norminal mix) 1:2:4

101.25 P Cft59 6 9 Fabricatin of mild steel reinforcement for cement concrete

including cutting ,bending,laying in position making jointsand fastening I/c cost of steel reinforcement (alsoincluding removal of rust from bars ) deformed bar.(40Grade) 309.8 P%kg

60 Tuff Tiles.Earthwork in ordinary soil in streets i/c dressing andlevelling of earthwork to designed section completein all respect i/c transportation of earth lead upto1.00 mile. 188072.75 %o Cft

61 Providing and laying sub-base course of stoneproduct of approved quality and grade, includingplacing, mixing,spreading and compaction of sub-base material torequired depth, camber, grade to achieve 100%maximum modified AASHO dry density, includingcarriage of all material to site of work except graveland.aggregat 183783.68 %Cft

62 10 43 Providing and laying Tuff pavers, having 7000 PSI,crushing strength of approved manufacturer, over 2" to 3"sand cushion / grouting with sand in joints i/c finishing torequire slope. Complete in all respect. 60mmThick(50% Grey / 50% Coloured)

398483.40 P.Sft63 4 19 RAISING OF MANHOLE

Dismantling cement concrete 1;2;4 plain. 1368.00 % Cft.64 7 7+10 Pacca Brick work other than building up to 10 ft (3mm)

hight including for pacca brick work in steining of wells or any other circular masonary. i) cement sand mortar (1:3) 2052.00 % Cft.

65 11 8 Cement plaster 1:3upto 20' (6.00 m) height:-b) ½" (13 mm) thick 3532.50 % Sft.

66 6 5 Cement concrete plain i/c placing, compacting,finishing, and curing complete i/c screening and washing of stone aggregate. Ratio 1 : 2 : 4

1368.00 %Cft


Sr.No.

Chap:No.

Item No.



67 21 15 Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.

450.00 Each

1

2

3

4

5

6

7

Rate below estimated Rates5% 5%6% 6%7% 7%8% 8%9% 9%

10% or below

Signature of Contractor

with full address

NOTEAny ommision or error therein shall be reffered for interpretation and decision to the competant authority, which will be final in this respect.

It may be ensured that the contractor is registered with Punjab Revenue Authority as a service provider.Lowest contractor/firm has to deposit performance security in the shape of Deposit at call in the name of undersigned, with in seven days after date of opening of tenders as per Finance Department Notification NO.RO(TECH)FD-1-2/83(IV)(P) as per detail below.

Two years unconditional warranty be obtained form the contractors/manufacturers.

Public Health Engineertng DivisionRahim Yar Khan.

Physical testing and efficiency of the pump at the test bed of manufacturer before supply and pumping machinery collected by the Department & contractor jointly.

Contractors may mention the make of the approved manufacturer at the time of submitting their tenders.

All quality tests performed & supplied to the department during execution of the scheme.

Performance Security

as per noitification finance depatment

Executive Engineer


2/4.



Sr.No.

Chap:No.

Item No.

1 4 11 Tuff Tiles.Dismantling dry brick masonry. 874 % Cft

2 Earth filling in streets lead upto 1/2 mile 11591 %0 Cft3 Re laying of dismentalling material sub base course

of brick aggregate (recived from dismantling of oldedging/soling. 874 %Cft

4 Providing and laying sub-base course of stoneproduct of approved quality and grade, includingplacing, mixing,spreading and compaction of sub-base material torequired depth, camber, grade to achieve 100%maximum modified AASHO dry density, includingcarriage of all material to site of work except graveland.aggregat 10717 %Cft


23182.00 P.Sft6 4 19 Toe wall

Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and rammiing lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) in ordinary soil.

315 %oCft7 6 3 Cement concrete brick or stone ballast 1-1/2" to 2"

gauge,in foundation and plinth Ratio 1: 6: 18 103.95 %Cft8 7 4i Pacca brick work in foundation and plinth (1:4)cement

sand mortor . 296.1 %Cft9 Brick Pavement.

Earth filling in streets lead upto 1/2 mile 1096204.23 %0 Cft10 18 19 Providing and laying dry brick pavement/soling in streets

or roads, etc. sand grounted, laid in proper camber,including preparation, watering, compaction of bed toproper camber,and sand cushion.

276043.77 %Cft11 3 10 RCC CULVERT (2' Span)

Earthwork excavation in irrigation channels, drains, etc.to designed section, grades and profiles, excavatedmaterial disposed off and dressed within 50 ft. (15 m)lead:- i) ordinary 11000 %oCft

D.N.I.T FOR CONSTRUCTION OF SOLING / CULVERTS & PROVIDING / LYING OF TUFF TILES IN TEHSIL KHAN PUR, DISTRICT R..Y.KHAN.

( Brick pavement & Tuff Tiles with other allied work)


Rate for MRS 1st January, 2021 To 30th

June, 2021. Description of items Quantity Unit Rates Quoted by the Contractor

F:\A-Official\Tender\Tender Notice by Nadeem Abbass Sb XEN\Tender Notice of 6 No- New ADP 2021-22 tenderd on 03-09-2021\4.No DNIT ADP 2021-2022.xls7 of 21 DNIT 2(4)ADP 75million KPR.....

Sr.No.

Chap:No.

Item No.



12 6 3 Cement concrete brick or stone ballast 1-1/2" to 2"gauge,in foundation and plinth Ratio 1: 4: 8 4125 %Cft

13 7 4 Pacca brick foundation and plinth up to 10' height Ratio (1;2;4)

5940 %Cft14 6 5f cement concrete plain i/c placing compacting, finishing

and curing complete(i/c screening and washing of stoneaggregate)Ratio (1;2;4)

281.60 %Cft15 11 8 cement plaster 1/2'' thick ratio 1;3

5335.00 %Sft16 6 6 Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sand andscreened graded and washed aggregate, in requiredshape and design, including forms, moulds, shuttering,lifting, compacting, curing, rendering and finishingexposed surface, complete (but excluding the cost ofsteel reinforcement, its fabrication and placing inposition, etc.):-.(a) (i) ratio 1;2;4 (With out shuttring)

2505.8 P.Cft17 6 9 Fabrication of millled steel reinforcement for cement

concrete i/c cutting bending laying in position makingjoints and fastening i/c cost of binding wire and labourcharges for binding of reinforcement (b) deformed barsgrade -40 8441.95 %Kg

18 3 21 RCC CULVERT (6' Span)Excavation in foundation of building etc; and otherstructure i/c re filling around structure & watering andramming lift upto 5' in ordinary soil. 2264 %oCft


20 7 4i Pacca brick work in foundation and plinth (1:4)cementsand mortor . 2746 %Cft

21 6 6 (a) (I).Reinforced cement concrete in roof slab , beams ,columns , lintels , girders and other structural memberslaid in situ or pre cast laid in position , or pre stressedmembers cast in situ , complete in all respect. Type C(nominal mix 1: 2 : 4 .

462 P.Cft22 6 9 Fabrication of millled steel reinforcement for cement

concrete i/c cutting bending laying in position makingjoints and fastening i/c cost of binding wire and labourcharges for bbinding of reinforcement (b) deformed barsgrade -40 1848.00 %Kg

23 11 18+31 Cement pointing struck joints on wall upto 20' height ratio1:2 i/c extra cost of labour and material for red oxidepigment in cement pointing to match with the colour ofbricks. 1224.00 %Sft


Sr.No.

Chap:No.

Item No.



24 3 7 Sullage Carrier Earth work excavation in ordinary soil in open cuttiongupto 5' depth for storm water channels,drain,sullagedrain in open area, roads streets lanes i/c under pinningof walls an shoring to protect existing works shutteringand timbering, trenches, dressing etc, complete in allrespect

2700.00 %oCft25 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40

mm to 50 mm) gauge, in foundation and plinth:- (d)Ratio 1: 6:18 596.00 %Cft

26 7 7i Pacca brick work other then building in 1:4 cement sandmorter up to 10 ft. hight.

1125.00 %Cft27 6 5 Cement concrete plain including placing, compacting,

finishing and curing complete (including screening andwashing of stone aggregate): (f) Ratio 1: 2: 4

200.40 %Cft28 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:-

b) ½" (13 mm) thick 1800.00 %Sft29 3 7 SURFACE DRAIN

'Earthwork excavation in open cutting upto 5'-0" (1.5 m)depth for storm water channels, drains, sullage drains inopen areas, roads, streets, lanes, including under pinningof walls and shoring to protect existing works, shutteringand timbering the trenches, dressed to designed leveland dimensions, trimming, removal of surface waterfrom trenches, back filling and surplus excavatedmaterial disposed of and dressed within 50 ft. (15 m)lead. 585 %0cft

30 6 3 d Cement concrete brick or stone ballast 1½ " to 2" gauge,in foundation and plinth.(1:6:12) 187.5 %Cft

31 7 4 Pacca brick work in foundation and plinth in 1:5 ratioCement sand mortar.

281.25 %Cft32 20 3 Pacca brick on edge, laid in reimbursement, in

cement,sand mortar, on sides of drains and on otherworks where required. All joints to be completely filledand struck flush. (1:5 ratio). 750.00 %Sft

33 20 6 Constructing Punjab Standard Drains. of cementconcrete 1:2 ½ :5, with cement concrete bedding ratio1:6:12,complete, laid to lines, grades, slopes and shapes,rendering exposed surface of concrete with 1:1 cement,sand mortar, ¼" thick, as per Engineer's drawing(excluding excavation):- Drain Type I

500.00 P.Rft34 3 21(b), Providing and fixing sign board.

Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and ramminglead upto one chain (30 m) and lift upto 5 ft. (1.5 m). 15.00 %o Cft

35 6 5(f), Cement concrete plain including placing, compacting,finishing and curing complete (including screeningandwashing of stone aggregate):Ratio 1: 2: 4 14.70 % Cft


Sr.No.

Chap:No.

Item No.









1

2

3

4

5

6

7


10% or below


with full address Public Health Engineertng DivisionRahim Yar Khan.






Executive Engineer





3/4.



Sr.No.

Chap:No.

Item No.

1 Brick Pavement.Filling watering ramming earth under floor with newexcavated and transportation, of earth from outsidelead upto 1/2 mile i/c cost of compaction etccomplete in all respect. 2838283.2 %0 Cft

2 18 19 Providing and laying dry brick pavement/soling in streetsor roads, etc. sand grounted, laid in proper camber,including preparation, watering, compaction of bed toproper camber,and sand cushion.

646824.36 %Cft3 3 10 RCC CULVERT.

Earthwork excavation in irrigation channels, drains, etc.to designed section, grades and profiles, excavatedmaterial disposed off and dressed within 50 ft. (15 m)lead:- i) ordinary 45000 %oCft


5 7 4 Pacca brick foundation and plinth up to 10' height Ratio (1;2;4)

24300 %Cft6 6 5f cement concrete plain i/c placing compacting, finishing

and curing complete(i/c screening and washing of stoneaggregate)Ratio (1;2;4)

1800.00 %Cft7 11 8 cement plaster 1/2'' thick ratio 1;3

21825.00 %Sft8 6 6 Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sand andscreened graded and washed aggregate, in requiredshape and design, including forms, moulds, shuttering,lifting, compacting, curing, rendering and finishingexposed surface, complete (but excluding the cost ofsteel reinforcement, its fabrication and placing inposition, etc.):-.(a) (i) ratio 1;2;4 (With out shuttring)

10251 P.Cft9 6 9 Fabrication of millled steel reinforcement for cement

concrete i/c cutting bending laying in position makingjoints and fastening i/c cost of binding wire and labourcharges for binding of reinforcement (b) deformed barsgrade -40 34535.25 %Kg

D.N.I.T FOR ONSTRUCITON OF SOLING / CULVERTS & PROVIDING / LYING OF TUFF TILES IN TEHSIL & DISTRICT R.Y.KHAN

( Brick pavement & Tuff Tiles with other allied work)




F:\A-Official\Tender\Tender Notice by Nadeem Abbass Sb XEN\Tender Notice of 6 No- New ADP 2021-22 tenderd on 03-09-2021\4.No DNIT ADP 2021-2022.xls11 of 21 DNIT 3(4)ADP 190million RYK.....

Sr.No.

Chap:No.

Item No.



10 3 21(b), Providing and fixing sign board.Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and ramminglead upto one chain (30 m) and lift upto 5 ft. (1.5 m). 90.00 %o Cft








17 Tuff Tiles.Earthwork excavation underessed lead upto a singlethrow of Kassi, phaorah or shovel:- b) In ordinarysoil. to designed section complete in alltransportation of earth lead upto 1/2. mile. 42245.35 %o Cft


19 6 5f cement concrete plain i/c placing compacting, finishingand curing complete(i/c screening and washing of stoneaggregate)Ratio (1;2;4)

65.46 %Cft20 18 5 Providing and laying road edging of 3\" (75 mm) wide

and 9\" (225 mm) deep brick on end, complete in all respects. 4580 P.Rft


Sr.No.

Chap:No.

Item No.





Dismantling cement concrete 1;2;4 plain. 76.00 % Cft.23 7 7+10 Pacca Brick work other than building up to 10 ft (3mm)

hight including for pacca brick work in steining of wells or any other circular masonary. i) cement sand mortar (1:3) 76.00 % Cft.



76.00 %Cft26 21 15 Providing and fixing 6" thick R.C.C. manhole cover with

tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.

25.00 Each

1

2

3

4

5

6

7


10% or below


with full address










Executive Engineer


4/4.



Sr.No.

Chap:No.

Item No.

1 3 42 R.C.C SEWER.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. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 434995.88 %o Cft

2 7 30 Supplying and filling sand under floor; or plugging in wells. 12" i/d 59048.00 % Cft

3 N.S Providing & laying crush bajri 3/8” to 1” gauge underbed of sewer. 19100.72 P. Cft.

4 21 3 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 carriag of pipe from factory to site of work, lowering in trenchest correct alignment and grade, jointing with rubber ring, cutting pipes where necessary, testing, etc., complete. (12") i/d 24400.00 Per Rft

5 (15") i/d 5086.00 Per Rft6 (18") i/d 460.00 Per Rft7 3 13a Rehandling of earthwork:

Lead upto a single throw of Kassi, phaorah or shovel 347994.30 %o Cft8 4 13 MAKING CONNECTION OF NEW SEWER

WITH EXISTING MANHOLEDismantling brick work in lime or cement mortar. 408.00 % Cft.

9 7 7i Pacca brick work other than building up to 10' height.Ratio(1:3) 266.56 %Cft

10 6 5 Cement concrete plain i/c placing, compacting,finishing,and curing complete i/c screening and washing of stoneaggregate. Ratio 1 : 2 : 4 495.04 %Cft

11 3 31 MANHOLE CHAMBEREarthwork 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. i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 95005.42 %o Cft

12 i) 07 ft. to 15 ft. depth 0.00 %o Cft13 6 3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm

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

9731.90 % Cft

D.N.I.T FOR CONSTRUCTION / REPAIR / REHABILITAITON OF SEWERAGE LINE AND PROVIDING / LYING OF TUFF TILES FOR CITY RAHIM YAR KHAN TEHSIL & DISTRICT R.Y.KHAN

( RCC Sewer Tuff Tiles Staff Quarter with other allied work)





Sr.No.

Chap:No.

Item No.



14 7 7i+10 Pacca brick work other than building upto 10ft. (3 m) height and extra for pacca brick work in steining of wells or any other circular masonry. . i) cement, sand mortar: Ratio 1:3 26731.46 % Cft

15 6 5 Cement concrete plain including placing, compacting, finishing and curing complete (including screening andwashing of stone aggregate):Ratio 1: 2: 4 9164.83 % Cft

16 11 8 Cement plaster 1:3 upto 20' (6.00 m) height:- ½" (13 mm) thick 44081.29 % Sft

17 21 9 Extra for making and finishing benching floor work in manhole chamber, with 1/8" (3 mm) thick cement finish. 7969.38 % Sft

18 21 13 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. 2009.00 Each

19 21 15a Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per StandardDrawing STD/PD No. 6, of 1977, complete in all respect.

634.00 Each20 Tuff Tiles.

Earthwork excavation underessed lead upto a singlethrow of Kassi, phaorah or shovel:- b) In ordinarysoil. to designed section complete in alltransportation of earth lead upto 3. mile. 400640.87 %o Cft


22 6 5f cement concrete plain i/c placing compacting, finishingand curing complete(i/c screening and washing of stoneaggregate)Ratio (1;2;4)

1200.50 %Cft23 18 5 Providing and laying road edging of 3\" (75 mm) wide

and 9\" (225 mm) deep brick on end, complete in all respects. 6810 P.Rft



Dismantling cement concrete 1;2;4 plain. 4389.76 % Cft.


Sr.No.

Chap:No.

Item No.



26 7 7+10 Pacca Brick work other than building up to 10 ft (3mm) hight including for pacca brick work in steining of wells or any other circular masonary. i) cement sand mortar (1:3) 4389.76 % Cft.



4389.76 %Cft29 21 15 Providing and fixing 6" thick R.C.C. manhole cover with

tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.

1444.00 Each30 Deduction of old Meterial.

A)Cast iron frame. 1x1 1444.00 Each31 b) Manhole Cover frame. 1x1 1444.00 Each32 3 21(b), Providing and fixing sign board.

Excavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and ramminglead upto one chain (30 m) and lift upto 5 ft. (1.5 m). 120.00 %o Cft




36 13 5(d), Painting new surface:- Preparing surface and painting guard bars, gates of ironbars, gratings, railing (including standards, braces, etc.)and in similar open work:-(Three coats) 960.00 % Sft

37 13 5(e), Painting new surface:- Preparing surface and painting of fillets, framing, skirtings,pipes, gutters, and similar linear work not exceeding 6"(150 mm) girth:- (Three coats) 1000.00 % Lft


39 3 21 Staff Quarter Two RoomsExcavation in foundation of building, bridges and otherstructures, including dagbelling, dressing, refilling aroundstructure with excavated earth, watering and rammiinglead upto one chain (30 m) and lift upto 5 ft. (1.5 m) inordnary soil. 1165.00 %oCft


Sr.No.

Chap:No.

Item No.



40 6 3 Cement concrete 1:6:12 brick or ston ballast 1 1/2" to 2"gauge in foundation and plinth, complete in all respect. 451.00 %Cft

41 7 4 Pacca Brick work 1:6 in foundation and plinth.1777.00 %Cft

42 6 33 1-1/2" thick damp proof course with cement sand andshingle concrete 1:2:4 i/c 1 coat of bitumen/philitic sheet500 gauge. 364.16 %Sft

43 7 5 Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:6

1028.70 %Cft44 7 7 Pacca brick work other then building in 1:5 cement sand

morter up to 10 ft. hight.976.57 %Cft

45 3 15 Earth Filling including excavation of earth i/ctransportation of earth everage lead 1/4 mile i/ccompation,dressing and leveling etc complete in allrespect in ordionry soil.

6816.00 %0Cft46 3 15 ii Filling, watering and ramming and earth under floor with

Surplus earth from foundation etc.1165.00 %0Cft

47 6 3 d Cement concrete 1:6:12 brick or stone ballast 1 1/2" to 2"gauge

187.00 %Cft48 10 15 Providing and laying topping of cement concrete 1:2:4

including surface finishing and dividing in panels:- 2" thick498.00 %Sft

49 10 9 Brick on edge flooring laid in 1:6 cement morter over abed of 1/4" thick cement morter 1:6

2400.00 %Sft50 6 6 c Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sand andscreened graded and washed aggregate, in requiredshape and design including forms, moulds, shuttering,lifting, compacting, curing, rendering and finishingexposed surface , complete (but excluding the cost ofsteel reforcement , its fabrication and placing in position,etc. )

(a)(ii) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laidin situ or precast laid in position, or prestressed memberscast in situ, complete in all respect:- Ratio 1:2:4

220.00 P.Cft51 25 10+11 Fabrication of heavy steel work, with angle, tees, flat iron

round iron and sheet iron for making trusses, girders,tanks, etc., including cutting, drilling, revitting, handling,assembling and fixing, but excluding erection in position. 480.00 %Kg

52 25 41 Providing and fixing steel windows with openable glazedpanels, using beam section for frame 1½"x1"x5/8"x1/8"'(40x25x16x3 mm), Z-section for leaves ¾"x1"x¾"x1/8"'(20x25x20x3 mm), T-section sashes 1"x1"x1/8" (25x25x3mm), glass panes, wooden screed for glazing embeddedover a thin layer of putty duly screwed with leaves, brassfittings, holdfast, duly painted, complete in allrespects,including all cost of material and labour, etc. asper approved design and as directed by the Engineer-in-charge:- with wire guageii) glass pane 2.5 mm thick 77.00 P.Sft


Sr.No.

Chap:No.

Item No.



53 13 5 c Painting of new surface three coats,preparing surface andpainting sashes, glazed or gauzed , doors and windowsetc,any type. 3 coats 990.00 %Sft

54 11 11 Cement plaster 1:5 upto 20' (6.00 mm) height:- b) ½" (13 mm) thick 3226.10 %Sft

55 11 25 Distempring on new surface 3 coats.3305.00 %Sft

56 11 18+31 Cement pointing 1:2 struck joint , on wall up to 20' height ,i/c extra cost of labour and metrial for red oxide pigment incement pointing to match with the color of bricks.

2075.10 %Sft57 6 9 b Fabrication of mild steel reinforcement for cement

concrete, including cutting, bending, laying in position,making joints and fastenings, including cost of bindingwire and labour charges for binding of steel reinforcement(also includes removal of rust from bars; deformed bars.Grade-40

983.00 %Kg58 9 5 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid

over 4"(100 mm) earth and 1" (25 mm) mud plasterwithout Bhoosa, grouted with cement sand 1:3 on top ofRCC roof slab, provided with 34 lbs. per %Sft. or 1.72Kg/Sq.m bitumen coating sand blinded. 781.00 %Sft

59 12 54 P/F MS flat 1/2" x 1/8" grill I/c 3/4" 1/8" MS flat frame inwindows of approved design, I/c painting, complete in allrespects 77.00 P.Sft

60 9 44 Reinforced cement concrete spout, including fixing inposition, with top and bottom Khurras. 3.00 P.No.

61 3 42 Earth work excuvation in open cutting for sewer and manholes a shown in drawing i/c shuttering and limbering ,dressing to correct section and dismention according totemplates and level , and removing , surface water , in alltype of soil except sghing0-7' 154.00 %0Cft

62 6 3 Cement concrete 1:6:12 brick or stone ballast 1 1/2" to 2"gauge 19.00 %Cft

63 7 7 Pacca brick work in 1:3 cement sand motar Other thanbuilding up to 10 Ft. height.

48.00 %Cft64 6 6 a (i) Providing and laying reinforced cement concrete

(including prestressed concrete), using coarse sand andscreened graded and washed aggregate, in requiredshape and design including forms, moulds, shuttering,lifting, compacting, curing, rendering and finishingexposed surface , complete (but excluding the cost ofsteel reforcement , its fabrication and placing in position,etc. ) (a)(ii) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laidin situ or precast laid in position, or prestressed memberscast in situ, complete in all respect:- Ratio 1:2:4 1.00 P.Cft

65 6 6 a (ii) (a)(ii) Reinforced cement concrete in slab of rafts / stripfoundation, base slab of column and retaining walls; etcand other structural members other than those mentionedin 5(a) (i) above not requiring form work (i.e.horizental shut1:2:4 10.00 P.Cft


Sr.No.

Chap:No.

Item No.



66 6 9 b Fabrication of mild steel reinforcement for cementconcrete, including cutting, bending, laying in position,making joints and fastenings, including cost of bindingwire and labour charges for binding of steel reinforcement(also includes removal of rust from bars; deformed bars.Grade-40 31.00 %Kg

67 11 8 b Cement plaster 1/2" thick in 1:3 up to 20 Ft.height.45.00 %Sft

68 19 3 (i)\ Providing and fixing white glazed earthen ware waterclosed squatr Type(C risa pattern) combined with footrest 2.00 P.No

69 19 11 (i) P/Fitting plastic made low down flushing cistern 13.63liters (3 gallons) capacity i/c bracket set, copperconnection etc. complete (white) 2.00 P.No

70 19 33 (i) P/Fitting floor trap of cast iron including concretechambers all round and C.I grating 10 +5cm (4"x2")glazed 3.00 P.No

71 19 37 (iii) P/Fitting A.C soil pipe with cement caulked joint includingall specials. 100mm dia 40.00 P.Rft

72 23 1 Water Supply in Staff QuarterBoring for tubewell in all types of soil except shingle androck i.c. sinking and withdrawing of casing pipe complete.B) 4" dia a) from ground level to 100 ft depth.

100.00 P.Rft73 23 13(ii) Providing and installing PVC bail/end plug ior tube well

bore hole 4" dia. 1.00 P.Rft74 23 12(ii) Providing and installing PVC strainer BSS class "D" in well

bore 2" 20.00 P.Rft75 23 16 Providing and installing PVC blind pipe BSS class "D" &

B" in tube well bore hole i.e. sockets and solvents andjointing with strainer etc complete.a) 1-1/4" dia

80.0076 b) 1-1/2" dia

40.00 P.Rft77 c) 2" dia

40.00 P.Rft78 d) 4" dia (B class)

40.00 P.Rft79 Water Pump

Providing and fixing Goldamatic pump Modle G-ii,complete tank vertical doubal pally coupled with 1- BHPElecteric motor single phase to be connected with existingwater supply line complete in al respect as approved bythe Engineer incharge. N.s 1.00 No.

80 Water TankProviding and fixing 200 Glns Fibre Tank with connectionof Goldamatic pump best quality complete in all respect.Iso certified

1.00 No.81 19 24 Sanitary Installations

Providing and installing chormium plated stop cock 1/2"dia heavy. 1.00 No.

82 19 26 P/F C.P bib-cock heavy 1/2" dia 3.00 No.83 19 35 P/F 4" Gully trap i/c C.C cost of PVC grating (6"x6") and

masonry chamber 12"x12" 2.00 No.


Sr.No.

Chap:No.

Item No.



84 23 22 Providing lyaing cutting jointing testing and disinfecting G.Ipipe of B SS 1387-1967 Lying complete in allrespect.mediam qly with specials and valvesa) 3/4" dia 25 mm

30.00 P.Rft85 b) 1" dia 32 mm 20.00 P.Rft86 19 6 P/Fitting glazed earthen ware wash hand baisn 56x40cm

(22"x16") i/c bracket set waste pipe and waste couplingetc white with pedistal.

1.00 P.No.87 19 24 Providing and fixing chromium plated stop cock heavy

3/4" 1.00 P.No.88 19 28 Providing and fixing chromium plated shower rose.

1.00 P.No.89 For Water supply pipe and connection with main line

(L.S) complete job as per entire satisfaction of Inchargeincharge 1.00 P.Job

90 For Sewerage pipe and connection with main line/MainHole (L.S) complete job as per entire satisfaction ofIncharge incharge

1.00 P.Job91 24 3(ii) Electrification in Staff Quarter

Supply and erection of PVC pipe for wiring recessed inwalls, including inspection boxes, pull boxes, hooks,cutting jharries and repairing surface, etc., complete withall specials. 20 mm i/d 150.00 P.Rft

92 24 11(i) Supply and erection of single core PVC insulated, PVCsheathed copper conductor, 250/440 volts grade cable(BSS-2004), in prelaid PVC pipes/M.S. conduit/G.I.pipe/wooden strip batten/wooden casing andcapping/trenches, etc. (rate for cable only):- 3/0.74 mm(3/0.029") 800.00 P.Rft

93 (3/0.036") 100.00 P.Rft94 (7/0.029") 100.00 P.Rft95 (7/0.064") 100.00 P.Rft96 24 16(ii) Supply and erection of teak wood board, 4.5 cm (1¾")

thick. 20 x 25 cm (7"x4")5.00 P.No.

97 (8"x10") 4.00 P.No.98 24 39 (i) Supply and erection of button holder bakelite large size.

10.00 P.No.99 24 31 (ii) Supply and erection of switches 5 Amp piano type.

45.00 P.No.100 24 30 Supply and erection of ceiling rose, bakelite.

10.00 P.No.101 24 36 Supply and erection of 3 pin switch and plug combined,

recessed type. i)5 Amp 3 Each102 24 49 S/E of roof hook i/c M.S.box 7"x4"

2 Each103 24 26 S/E of wall type / pole type bracket with double

cover water tight reflector.1 Each


Sr.No.

Chap:No.

Item No.



104 24 18 S/E of iron/alummiun clad, 500 volt main switches withkikat fuses on angle iron board with 1/8" thick M.S.sheetcovering i/c bonding to eart with necessary flexible pipethimbles etc 30/35 Amp

1 Each105 N.S Supply and erection of ceiling fan 56" dia Pak Royal /asia

GFC sweeep make (best quality) 2.00 No.106 24 79 Supplying and fitting of regulator knob with shaft.etc.

2.00 No.107 Ns S/E of Engery Saver 24 wat.

10.00 No.

1

2

3

4

5

6

7


10% or below


with full address










Executive Engineer


App:- Cost Rs.400.00 Million Earnest Money Rs.20000000/- Time Limit:- 24-Month

Rate in Figure (Rs.)

Rate in Words (Rs.)

Amount (Rs.)

Tuff Tiles

1 Dismantling dry brick masonry. 146856 Sft % Cft.

2 Filling , watering and ramming earthexcavated from outside lead upto 1/2mile.(Rate analysis attached)

820460 Cft. %0 Cft

3 Re-Laying of dismentalling materialsub base course of brick aggregate (reecived from dismantling of oldedging/soling.

146856 Cft. % Cft

4 P/L of Sub base course of crushedstone agg: of approved quality andgrade and supply and spreading I/cplacing and mixing and compaction ofSub Base Course material to requireddepth camber and grade to achieve100% maximum modified dry densityI/c carriage of all material to site ofwork complete in all respect.

862257 Cft. % Cft

5 Providing and layingTuffpavers,having7000PSI,crushing strength of approvedmanufacturer,over2"to3"sand cushioni/c grouting with sand in joints i/cfinishing to require slope . completein all respect.(50% Grey / 50%Coloured) . Texla regin,Izhar made /equilant..60mm thick.

1724513 Sft P. Sft

6 Brick Pavement7 Filling , watering and ramming earth

excavated from outside lead upto 1/2mile.(Rate analysis attached)

590493 Cft. P%o Cft8 Providing and laying dry brick

pavement/soling in streets or roads,etc. sand grounted, laid in propercamber, including preparation,watering, compaction of bed to propercamber,and sand cushion.(NewSoling)

154083 Cft. % Cft

9 R.C.C. Culverts

10 Earth work excavation in irrigationchannels ,storm water channel todesign section grade andprofilesexcavated material disposed offwithin 50’ lead in ordinary soil.

3200 Cft. %0 Cft

BID SCHEDULE NAME OF WORK:-

ADP No-2273REHABILITATION/ AUGMENTATION/ COSTRUCTION OFSEWERAGE SYSTEM & PROVIDING/LAYING TUFF TILES INFATEH PUR KAMAL, KHAI KHAIR SHAH, SARDAR GARH,GARHI IKHTIAR KHAN, FATEH PUR PUNJABIAN, TAJGARH, PALLO SHAH, BADLI SHAHRIF, ABAD PUR, AHSANPUR, IQBAL ABAD, MIANWALI QURESHIAN, CHACHRANSHAHRIF, KANDAY WALI, CHAK NO.75/NP (GHARBI) ANDBASTI JAM SHAHROO KEWAD DISTRICT RAHIM YAR KHAN

Sr. No.

Description of Item Qty Unit of Rate

Rate to be quoted by contractor

Page 1 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



11 Cement concrete brick or stoneballast 1 ½” to 2” gauge in foundationand plinth (1:6:12) complete.

528 Cft. % Cft

12 Pacca brick work in foundation andPlinth (1:4) complete in all respects.

1728 Cft. % Cft

13 Cement concrete plain includingplacing,compacting, finishing andcuring complete (including screeningand washing of stoneaggregate):(1:2:4).

82 Cft. % Cft

14 Cement plaster 1:3 upto 20' (6.00 m)height ½" (13 mm) thick 1552 Sft. P% Sft

15 Providing and laying reinforcedcement concrete (includingprestressed concrete), using coarsesand and screened graded andwashed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting,curing, rendering and finishingexposed surface, complete (butexcluding the cost of steelreinforcement, its fabrication andplacing in position, etc.):-(A) (i) Reinforced cement concrete inroof slab, beams, columns lintels,girders and other structural memberslaid in situ or precast laid in position,or prestressed members cast in situ,complete in all respects:-(3) (c) Type C (nominal mix 1: 2: 4slab)

729 Cft. P. Cft

16 Fabrication of mild steelreinforcement for cementconcrete,including cutting, bending,laying in position, making joints andfastenings, including cost of bindingwire and labour charges for binding ofsteel reinforcement (also includesremoval of rust from bars):-Grade-40

2456 Kg. % Kg.

17 Surface Drain18 Earthwork excavation in open cutting

upto 5'-0" (1.5 m) depth for stormwater channels, drains, sullagedrains in open areas, roads, streets,lanes, including under pinning ofwalls and shoring to protect existingworks, shuttering and timbering thetrenches, dressed to designed leveland dimensions, trimming, removal ofsurface water from trenches, backfilling and surplus excavated materialdisposed of and dressed within 50 ft.(15 m) lead.

9407 Cft. P%o Cft19 Cement concrete brick or stone

ballast 1½ " to 2" gauge, infoundation and plinth.(1:6:12)

3028 Cft. % Cft

20 Pacca brick work in foundation andplinth in 1:5 ratio Cement sandmortar. 4542 Cft. % Cft

Page 2 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



21 Pacca brick on edge, laid inreimbursement, in cement,sandmortar, on sides of drains and onother works where required. Alljoints to be completely filled andstruck flush. (1:5 ratio).

12113 Sft % Sft

22 Constructing Punjab StandardDrains. of cement concrete 1:2 ½ :5,with cement concrete bedding ratio1:6:12,complete, laid to lines, grades,slopes and shapes, rendering exposedsurface of concrete with 1:1 cement,sand mortar, ¼" thick, as perEngineer's drawing (excludingexcavation):- Drain Type I

8075 Rft P. Rft


77 Cft. P. Cft


235 Kg. % Kg.

25 Sullage Carrier26 Earthwork excavation in open cutting

upto 5'-0" (1.5 m) depth for storm waterchannels, drains, sullage drains in openareas, roads, streets, lanes, includingunder pinning of walls and shoring toprotect existing works, shuttering andtimbering the trenches, dressed todesigned level and dimensions, trimming,removal of surface water from trenches,back filling and surplus excavatedmaterial disposed of and dressed within50 ft. (15 m) lead:- i) ordinary

9000 Cft. %oCft

27 Cement concrete brick or stone ballast 1½“ to 2”(40 mm to 50 mm) gauge, infoundation and plinth. (1:6:18) Ratio 1980 Cft. %Cft

28 Pacca brick work other than building upto10ft. (3 m) height. Ratio 1:4

4884 Cft. % Cft

Page 3 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



29 Cement concrete plain including placingcompacting finishing and curing complete(including screening and washing of stoneaggregate) 1:2:4 Ratio.

401 Cft. %Cft

30 Cement plaster 1:3 upto 20' (6.00 mm)height:-b) ½" (13 mm) thick 7712 Sft. %Sft

31 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):-(a) (i) Reinforced cement concrete in roofslab, beams, columns lintels, girders andother structural members laid in situ orprecast laid in position, or prestressedmembers cast in situ, complete in allrespects:-(3) (c) Type C (nominal mix 1: 2: 4)

75 Cft. P. Cft

32 Fabrication of mild steel reinforcement forcement concrete, including cutting,bending, laying in position, making jointsand fastenings, including cost of bindingwire and labour charges for binding ofsteel reinforcement (also includes removalof rust from bars):- (b) deformed bars(Grade-40)

230 Kg. % Kg.

RAISING OF MANHOLEDismantling cement concrete 1:2:4 plain

74233 Pacca brick work other than building upto

10ft. (3 m)height. Extra for pacca brickwork in steining of wells or any othercircular masonry.i) cement, sand mortar:-Ratio 1:3

742 Cft. % Cft

34 Cement plaster 1:3 upto 20' (6.00 m)height:- ½" (13 mm) thick 1276 Sft. % Sft

35

Providing and fixing of reinforced plasticcomposite (RPC) manhole cover with RPCframe having 790 mm o/d and 650 mmi/d with 580 mm clear opening and RPCcover 600 mm o/d, both weighing 40 Kg.(ISO: 9001-2015 Certified), capable forbearing of load of vehicles up to 50 Ton.The rate also includes sales tax, labour /carriage to site charges, contractor'sprofit, Circular R.C.C beam (ratio 1:2:4),9" wide and 6" deep for fixing of manholeframe on top of manhole includingfabrication of mild steel @ 6.75 Lbs. / Cft.for R.C.C complete to entire satisfaction ofthe Engineer Incharge.

124 No. Each

36

Providing and fixing 6" thick R.C.Cmanhole cover with tee shapes C.I frameof 22" i/d (frame weighing 37.324 Kg. orOne maund as per Standard DrawingSTD/PD No. 6 of 1977, complete in allrespect.(Labour Rate Only)

120 No. Each

Page 4 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



37 Toe Wall

38

Excavation in foundation of building,bridges and other structures,includingdagbelling,dressing,refilling aroundstructure with excavated earth, wateringand ramming leadupto one chain (30 m) and lift upto 5 ft.(1.5 m)

34567 Cft. % 0Cft

39Cement concrete brick or stone ballast 1½ " to 2" gauge, in foundation and plinth in1:6:18. 11349 Cft. % Cft

40Pacca brick work in foundation and plinthin 1:5 ratio Cement sand mortar.

36402 Cft. % Cft

Staff Quarter (Double Room)Excavation in foundation of building,bridges and other structures, includingdagbelling, dressing, refilling aroundstructure with excavated earth, wateringand rammiing lead upto one chain (30 m)and lift upto 5 ft. (1.5 m)

1797 Cft. P%o Cft

Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, infoundation and plinth:- (e) Ratio 1: 6:12

761 Cft. P% Cft

141 Pacca brick work in foundation and plinthin:- i) cement, sand morter:-Ratio 1:5 2133 Cft. P% Cft

142 P/Laying D.P.C of cement concrete (1:2:4)using cement sand and shingle with onecoat bitumen and one coat polythenesheet 500-gauge 2" thick.

163 Sft. P% Sft

143 Pacca brick work in (1:6) ratio cementsand mortar super structure i/c strikingof joints. 2437 Cft. P% Cft

Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):-(A) (i) Reinforced cement concrete in roofslab, beams, columns lintels, girders andother structural members laid in situ orprecast laid in position, or prestressedmembers cast in situ, complete in allrespects:-(3) (c) Type C (nominal mix 1: 2: 4 slab)

426 Cft. P.Cft

(B) Precast reinforced cement concreteand prestressed reinforced cementconcrete in columns, beams, lintels, staircases, shelves, etc.(3) Type C (nominal mix 1: 2: 4)(C) Erecting and fixing in position, precastcement concrete or stone slab in roofs orlintels, etc. lift unto 20 ft., (6m) includingall charges.

13 Cft. P.Cft

144

Page 5 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.




1305 Kg. P% Kg146 First class deodar wood wrought joinery

in doors & windows, etc. panelled, oranelled or glazed, or fully glazed fixed inposition, including chowkat, holdfast,hinges, tower bolts, chocks, rubber stop,cleats/G.I. clamps, handles and chordwith hooks, etc. complete excludingsliding bolt or lock):- 2" thick

219 Sft. P. Sft

41 Providing & fixing sliding bolt 2 doors(Brass sliding bolt 12" (300-mm) long.

10 No. Each

42 Providing and fixing steel windows withopenable glazed panels, using beamsection for frame 1½"x1"x5/8"x1/8" T-section sashes 1"x1"x1/8" (25x25x3 perSft. or Rs. 305.00 per Sq.mm), glasspanes, wooden screed for glazingembedded metre. over a thin layer ofputty duly screwed with leaves, brassfittings, holdfast, duly painted, completein all respects,including all cost ofmaterial and labour, etc. as per approveddesign and as directed by theEngineer-in-charge:- i/c wire gauze.

42 Sft. P. Sft

43 Painting new surface:- Preparing surfaceand painting corrugated surface, patentroofing, etc. Preparing surface andpainting of doors and windows any type(including edges):- 3-coats.

504 Sft. P% Sft

44 Earth filling under floor with new earthexcuvated from out side upto one mile.

2266 Cft. P%0 Cft

45 Supply & filling sand under floor256 Cft. P% Cft

46 Cement concrete (1:7:20) ratio brick orstone ballast 1½" to 2" gauge infoundation and plingh. 474 Cft. P % Cft

47 Cement plaster ½ thick in 1:4 ratio.

4605 Sft. P% Sft

48 1½"(40 mm) thick mosaic flooring,consisting of ½ "(13 mm) mosaic toppingof one part of cement and marble powderin the ratio of 3:1 and two parts of marblechips, laid over 1"(25 mm) thick floor of1:2:4 cement concrete, including rubbingand polishing complete with finishing :-(a) using grey cement

839 Sft. P% Sft

49 Mosaic dado or skirting with one part ofcement and marble powder in the ratio of3:1 and two parts of marble chips, laidover ½"(13 mm) thick cement plaster 1:3,including rubbing and polishing, completewith finishing: using grey cement: 3/8"(10mm) thick.

372 Sft. P %Sft

50 Cement pointing struck joints on wallsupto 20' height (1:2) ratio i/c cost of redoxide pigment. 2293 Sft. P% Sft

51 Dry brick on edge paving, sand grouted,including preparation of bed by watering,ramming & bringing the same to propercamber, by ½ "(13 mm) thick mudplaster. 638 Cft. P% Cft

Page 6 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



52 Brick on edge flooring laid in 1:6 cementsand ratio over 3/4" thick 1:6 ratio. 574 Sft. P% Sft

53 Bottom Khuras of brick masonry incement mortar 1:6, 4'x2'x4½"(1200x600x113 mm) over 3" (75 mm)cement concrete 1:4:8. 4 No. Each

54 Khuras on roof 2'x2'x6" (600 x 600 x 150mm) 4 No. Each

55 Khassi parnalas in cement, sand mortar1:2, 12" (300 mm) outside width finishedsmooth with a floating coat of neatcement. 73 Rft. P.Rft

56 Single layer of tiles 9"x4½"x1½"(225x113x40 mm) laid over 4"(100 mm)earth and 1" (25 mm) mud plaster withoutBhoosa, grouted with cement sand 1:3 ontop of RCC roof slab, provided with 34 lbs.per %Sft. or 1.72 Kg/Sq.m bitumencoating sand blinded.

832 Sft. P% Sft

57 Distempering 3 coats.

3980 Sft. P% Sft

58 Sanitry Work59 Providing and fitting glazed earthen ware

water closet, squatter type (Orisa pattern),combined with foot rest.

2 No. Each60 Providing and fitting "P" trap 10 cm (4")

glazed. 2 No. Each61 Providing, laying, cutting, jointing, testing

and disinfecting G.I. pipeline in trenches,with socket joints, using G.I. pipes ofB.S.S. 1387-1967 complete in allrespects, with specials and valves.

160 Rft. P. Rft62 Providing and fixing chromium plated bib

cock:-ii) 1.5 cm (½") 6 No. Each

63 Providing and fixing chromium plated teestop cock 15mm (½"). 2 No. Each

64 Providing and fixing chromium platedshower rose 2x15 cm (¾"x6"). 2 No. Each

65 Providing and fitting glazed earthen warewash hand basin 56x40 cm (22"x16")including bracket set, waste pipe andwaste coupling, etc. white, with pedestal

2 No. Each66 Providing and fixing, chromium plated

mixing valve, for wash hand basin, sinkor shower. 2 No. Each

67 Providing and fixing super tuff tankivertical. 200-glns food graded materialISO certified including i/c iron framestand and connection with GI pipe.

2 No. EachElectrification Work

Page 7 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



68 Supply and erection of PVC pipe forwiring recessed in walls, includinginspection boxes, pull boxes, hooks,cutting jharries and repairing surface,etc., complete with all specials. 20 mm i/d

140 Rft. P. Rft69 Supply and erection of single core

PVC insulated, PVC sheathed copperconductor, 250/440 volts grade cable(BSS-2004), in prelaid PVCpipes/M.S. conduit/G.I. pipe/woodenstrip batten/wooden casing andcapping/trenches, etc. (rate for cableonly):- 3/0.74 mm (3/0.029")

400 Rft. P. Rft70 Supply and erection of teak wood

board, 4.5 cm (1¾") thick. 20 x 25 cm(8"x10") 6 No. Each

71 Supply and erection of switches 5Amp piano type. 30 No. Each

72 Supply and erection of ceiling rose,bakelite. 2 No. Each

73 Supply and erection of button holderbakelite large size. 10 No. Each

74 Supply and erection of ceiling fan56"dia Pak Royal GFC make (bestquality) 2 No. Each

RCC SewerEarthwork excavation in open cutting forsewers and 'manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface 'water, in alltypes of soil excepts shingle, gravel androck.

i) 0ft. to 7.0ft. (0 to 2.10m) depth 125322 Cft. %o Cft

ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth 0 Cft. %o Cft

76 Providing & Laying Crush or stone 3/8" to1" size laid under bed of sewer andaround the sewer. 0 Cft. P. Cft.

77 Supply and filling sand under floor orplugging in well. (in trenches of all Sewerslines) 15342 Cft. % Cft.

78 Providing and laying R.C.C. pipe, mouldedwith cement concrete 1:1½:3, with spigotsocket or collar joint, etc. including costof reinforcement, conforming to B.S.5911: Part I: 1981, Class "L" includingcarriage of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing, cuttingpipes where necessary, finishing andtesting, etc., complete i) 225 mm (9" dia)

1684 Rft. P. Rft.

Providing and laying R.C.C. pipe sewers,moulded with ditto cement concrete1:1½:3 conforming to ASTM SpecificationC-76-79, Class II. Wall B, includingcarriag of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing with rubberring cutting pipes where necessary,testing, etc., complete

75

79

Page 8 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



12" i/d 5052 Rft. P. Rft.

15" i/d 0 Rft. P. Rft.

80 Restoration of metalled road, on laidservice line, including compaction:- BlackTopped Road with two coats of surfacing& 10" (250 mm) depth of stone metal, forsub base & base.

0 Sft. % Sft.

81 Providing and installing, C.I. ventilatingshaft painted with bituminous paint withfoundation bolts, as per PHED StandardDrawing STD/PD No. 4 of 1977, completein all respects (except concrete foundationblock):- 6" (225 mm) i/d shaft i) 18 ft.(5.5 metre) long

2000 Kg. % Kg.

82 Rehandling of earth work lead upto asingle through of kassi phaorah areshover. 100258 Cft. %o Cft

ManholeEarthwork excavation in open cutting forsewers and manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface water, in alltypes of soil except shingle, gravel androck:-



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

1841 Cft. % Cft

85 Pacca brick work other than building upto10ft. (3 m)height. Extra for pacca brickwork in steining of wells or any othercircular masonry.i) cement, sand mortar:-Ratio 1:3

5550 Cft. % Cft

86 Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): (f) Ratio (1: 2:4) 687 Cft. % Cft


88 Extra for making and finishing benchingfloor work imanhole chamber, with 1/8"(3 mm) thick cement finish 1395 Sft. % Sft

89 Providing and fixing 1¼"x1¼"x3/16"(31x31x5 mm) angle iron step, in manholechambers, including carriage and settingthe same in work to correct lines andlevels.

222 No. Each

83

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Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



229 Providing and fixing of reinforced plasticcomposite (RPC) manhole cover with RPCframe having 790 mm o/d and 650 mmi/d with 580 mm clear opening and RPCcover 600 mm o/d, both weighing 40 Kg.(ISO: 9001-2015 Certified), capable forbearing of load of vehicles up to 50 Ton.The rate also includes sales tax, labour /carriage to site charges, contractor'sprofit, Circular R.C.C beam (ratio 1:2:4),9" wide and 6" deep for fixing of manholeframe on top of manhole includingfabrication of mild steel @ 6.75 Lbs. / Cft.for R.C.C complete to entire satisfaction ofthe Engineer Incharge.

111 No. Each

Gully Gratting90 Earthwork excavation in open cutting for

sewers and manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface water, in alltypes of soil except shingle, gravel androck:-

3610 P%o Cft91 Constructing standard gully grating

chamber, 12"x12" complete in allrespects. With C.I gullytrap,weighting 81 lbs.(36.75 kg.) hingedsafety type.

20 No. P.No.92 Providing and laying R.C.C. pipe, moulded

with cement concrete 1:1½:3, with spigotsocket or collar joint, etc. including costof reinforcement, conforming to B.S.5911: Part I: 1981, Class "L" includingcarriage of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing, cuttingpipes where necessary, finishing andtesting, etc., complete i) 225 mm (9" dia)

320 Rft. P Rft93 Rehandling of earthwork: a) Lead upto a

single throw of Kassi, phaorah or shovel

2888 Cft. P %o Cft

Page 10 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



CONDITIONS:-i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

In order to ensure quality, at the time of material receiving and verifying the bill, documentssuch as manufacturer’s confirmation (original) under letter head & seal, factory test report,manufacturer’s sale certificate with sales tax number, delivery challan, gate pass andtraceability code number on products (Year, Month, Date, Shift) be obtained and confirmationfrom manufacturer regarding originality of documents.

The execution / completion of work strictly in accordance with the PWD / PHE specifications, ASTM /BSS, approved design / drawings, provisions of technically sanctioned estimate and requirements ofContract Agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility ofthe Contractor. As per instructions of Pakistan Engineering Council, a full-time “Graduate Engineer” willbe employed by the Contractor within one month of start of work for supervision of this specific work and his particulars along with registration of PEC will also be supplied to Engineer-in-Charge.

Any omission / error there in, for interpretation will be referred to MRS 2nd Bi-Annual Period(1st July 2019 to 31st December 2019) (District Rahim Yar Khan) notified by FinanceDepartment and the decision of the competent authority will be final and binding upon thecontractor. Any item of work not included in the bid but during execution actually required to beexecuted at site will be paid after approval by the competent authority.

The governing condition is that the construction of entire drainage system, laying of RCC sewersshould commence from disposal points / junction points of the intercepting sewer-lines towardsup stream side from the disposal points.

The preparation of L-Section / site profile drawing of out fall sewers and all the structures shallbe ensured by Engineer-in-Charge before taking the work in hand. Any change in route /alignment of proposed pipeline necessitated to be made as per site conditions / designrequirements shall binding upon the contractor and no extra claim on this account shall beentertained.Payment for dismantling / restoration of brick pavement / Road metalling will be made afterpersonal verification by the Engineer-in-Charge but quantity shall not exceed provisions of TSestimate. Where katcha strip is available along the route, the pipe will be laid in Katcha portionand dismantling of street / road will not be allowed.

The design of machinery particularly discharges head (stages) of pump and BHP of electric motoris calculated after authentication of data by Superintending Engineer / Executive Engineer.During procurement and fixing of machinery the manufacturer’s design regarding stages ofpump and BHP of electric motor as per curve design be strictly followed by the field staff. TheContractor shall submit detailed design, drawing and specifications of pumping equipment forapproval of Engineer in charge before installation.

Pumping machinery, all type of pipes (HDPE AC/PVC/CI/DI/MS) & CI Specials shall bearranged by the contractor from the approved manufacturer of the HUD&PHE Department. Finalpayment will be released after the testing of pumping machinery, all type of pipes (HDPEAC/PVC/CI/DI/MS) & CI specials with other allied work completed as per specifications.

All electrical works shall be got executed through licensed contractors approved by WAPDA. Thequantities / specification of electrical works are provisional and shall be subject to variation onthe basis of design / drawings which shall be got prepared from Electrical Engineer. Theexpenditure to be incurred shall be charged to contingencies. All the additional items to beexecuted at site shall be charged to contingencies.

Any ommision or error therein shall be reffered for interpretation and decision to the competent authority, which will be final in this respect.

Page 11 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



xi)

xii)

xiii)

xiv)

xv)

i)

ii)

iii)

iv)

v)

1)

2)

3)

4)5)

6)7)

8)

9)

The pumping machinery including MCU shall be installed by the contractor under supervision ofmanufacturer’s representative with a certificate from manufacturer regarding capability of MCU.

It may be ensured that the contractor is registered with Punjab Revenue Authority as a service provider.The rates will also be quoted in words also otherwise the bid will be considered as non responsive.All quality tests performed & supplied to the department during execution of the scheme.The rates acceptable will be item rates only. No percentage will be acceptable.

The lowest bidder whose bid will be lesser that 5% of sanctioned estimated cost of the work shall have to deposit the difference between the costs as per rate quoted by the bidders as performance security, which will be returned on successful completion of the work /contract vide Govt. of Punjab Finance Department Notification No.RO (Tech) FD-1-2/83 VI (P) dated 24-01-2006 read with No.RO (tech) FDI-2/2010, dated 04-09-2012. Failure to deposit performance security within 15 days after receiving the tender will result in forfeiture of the earnest money without any further notice.

PUMPING MACHINERY :-

The contractor, at the time of quoting rate of pumping machinery in tender, shall mention the name ofapproved manufacturer of HUD&PHED otherwise the contractor will be bound to supply machinery asper satisfaction of Engineer-in-Charge. Minimum efficiency of pumping machinery shall not be less than 75%.

The efficiency of pumping machinery shall be physically tested at test bed of manufacturer before actualdispatch to site.

Two years un-conditional full warranty shall be provided by the contractor / manufacturer.

NOTE :-Any item not included in above and to be carried out at site will be paid according to MRS 2nd Bi-Annual Period (1st July 2019 to 31st December 2019) (District Rahim Yar Khan)Competent authority reserves the right to reject the tender without assigning any reason.

Disposal of surplus earth / debries will be the responsibility of the contractor at no additional cost.

The contractor will be responsible for any mishap during execution of work.If the rates quoted by the lowest contractor are less than the estimated amount, contractor will deposit performance security in the shape of deposit at Call in the name of undersigned, within 15 days after date of opening of tenders as per Finance Department.All new ammendments, Notifications will be applicable on this Bid.And it is further clarified (contract agreement clause 26-A) by the Finance Department vide his Notification No.RO(Tech.)FD-1-2/83.VI(P), dated 24.01.2006 that if contractor quote rates 11% below the technically sanctioned and then the corresponding additional security @ 11% (or subsequent %age below the estimated cost) shall be deposited. Allotted work will have to be started by the lowest bidder within 15-days after issuance of this acceptance letter from this office. Falling which will make the allotment order rescinded automatically involving no notice of further correspondence.No work at site shall be carried out by the contractor prior to approval of design services by the suprintending Engineer Public Health Engg: Circle Bahawalpur.

Page 12 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



10)

Head Draftsman Contractor Executive EngineerPublic Health Engg: Division

Rahim Yar Khan

Superintending EngineerPublic Health Engg: Circle,

Bahawalpur

All the quantities given in the detailed cost estimate / BOQ are provisional quantities and shall be subject to changes / variations due to detailed design submitted by the contractor dully approved by the Superintending Engineer concerned. The cost due to variation in quantities shall be met of the contingencies and implemented after approval of the competent authority.

Page 13 of 26

App:- Cost Rs.400.00 Million Earnest Money Rs.20000000/- Time Limit:- 24-Month


Rate in Words (Rs.)

Amount (Rs.)

Tuff Tiles

1 Dismantling dry brick masonry. 146856 Sft % Cft.

2 Filling , watering and ramming earthexcavated from outside lead upto 1/2mile.(Rate analysis attached)

820460 Cft. %0 Cft

3 Re-Laying of dismentalling materialsub base course of brick aggregate (reecived from dismantling of oldedging/soling.

146856 Cft. % Cft

4 P/L of Sub base course of crushedstone agg: of approved quality andgrade and supply and spreading I/cplacing and mixing and compaction ofSub Base Course material to requireddepth camber and grade to achieve100% maximum modified dry densityI/c carriage of all material to site ofwork complete in all respect.

862257 Cft. % Cft

5 Providing and layingTuffpavers,having7000PSI,crushing strength of approvedmanufacturer,over2"to3"sand cushioni/c grouting with sand in joints i/cfinishing to require slope . completein all respect.(50% Grey / 50%Coloured) . Texla regin,Izhar made /equilant..60mm thick.

1724513 Sft P. Sft

6 Brick Pavement7 Filling , watering and ramming earth

excavated from outside lead upto 1/2mile.(Rate analysis attached)

590493 Cft. P%o Cft8 Providing and laying dry brick

pavement/soling in streets or roads,etc. sand grounted, laid in propercamber, including preparation,watering, compaction of bed to propercamber,and sand cushion.(NewSoling)

154083 Cft. % Cft

9 R.C.C. Culverts

10 Earth work excavation in irrigationchannels ,storm water channel todesign section grade andprofilesexcavated material disposed offwithin 50’ lead in ordinary soil.

3200 Cft. %0 Cft

BID SCHEDULE NAME OF WORK:-

ADP No-2409REHABILITATION/ AUGMENTATION/ COSTRUCTION OFSEWERAGE SYSTEM TILES IN FATEH PUR KAMAL, KHAIKHAIR SHAH, SARDAR GARH, GARHI IKHTIAR KHAN,FATEH PUR PUNJABIAN, TAJ GARH, PALLO SHAH, BADLISHAHRIF, ABAD PUR, AHSAN PUR, IQBAL ABAD, MIANWALIQURESHIAN, CHACHRAN SHAHRIF, KANDAY WALI, CHAKNO.75/NP (GHARBI) AND BASTI JAM SHAHROO KEWADDISTRICT RAHIM YAR KHAN

Sr. No.



Page 14 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



11 Cement concrete brick or stoneballast 1 ½” to 2” gauge in foundationand plinth (1:6:12) complete.

528 Cft. % Cft

12 Pacca brick work in foundation andPlinth (1:4) complete in all respects.

1728 Cft. % Cft

13 Cement concrete plain includingplacing,compacting, finishing andcuring complete (including screeningand washing of stoneaggregate):(1:2:4).

82 Cft. % Cft

14 Cement plaster 1:3 upto 20' (6.00 m)height ½" (13 mm) thick 1552 Sft. P% Sft


729 Cft. P. Cft


2456 Kg. % Kg.

17 Surface Drain18 Earthwork excavation in open cutting

upto 5'-0" (1.5 m) depth for stormwater channels, drains, sullagedrains in open areas, roads, streets,lanes, including under pinning ofwalls and shoring to protect existingworks, shuttering and timbering thetrenches, dressed to designed leveland dimensions, trimming, removal ofsurface water from trenches, backfilling and surplus excavated materialdisposed of and dressed within 50 ft.(15 m) lead.

9407 Cft. P%o Cft19 Cement concrete brick or stone

ballast 1½ " to 2" gauge, infoundation and plinth.(1:6:12)

3028 Cft. % Cft

20 Pacca brick work in foundation andplinth in 1:5 ratio Cement sandmortar. 4542 Cft. % Cft

Page 15 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



21 Pacca brick on edge, laid inreimbursement, in cement,sandmortar, on sides of drains and onother works where required. Alljoints to be completely filled andstruck flush. (1:5 ratio).

12113 Sft % Sft

22 Constructing Punjab StandardDrains. of cement concrete 1:2 ½ :5,with cement concrete bedding ratio1:6:12,complete, laid to lines, grades,slopes and shapes, rendering exposedsurface of concrete with 1:1 cement,sand mortar, ¼" thick, as perEngineer's drawing (excludingexcavation):- Drain Type I

8075 Rft P. Rft


77 Cft. P. Cft


235 Kg. % Kg.

25 Sullage Carrier26 Earthwork excavation in open cutting

upto 5'-0" (1.5 m) depth for storm waterchannels, drains, sullage drains in openareas, roads, streets, lanes, includingunder pinning of walls and shoring toprotect existing works, shuttering andtimbering the trenches, dressed todesigned level and dimensions, trimming,removal of surface water from trenches,back filling and surplus excavatedmaterial disposed of and dressed within50 ft. (15 m) lead:- i) ordinary

9000 Cft. %oCft

27 Cement concrete brick or stone ballast 1½“ to 2”(40 mm to 50 mm) gauge, infoundation and plinth. (1:6:18) Ratio 1980 Cft. %Cft

28 Pacca brick work other than building upto10ft. (3 m) height. Ratio 1:4

4884 Cft. % Cft

Page 16 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



29 Cement concrete plain including placingcompacting finishing and curing complete(including screening and washing of stoneaggregate) 1:2:4 Ratio.

401 Cft. %Cft

30 Cement plaster 1:3 upto 20' (6.00 mm)height:-b) ½" (13 mm) thick 7712 Sft. %Sft

31 Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):-(a) (i) Reinforced cement concrete in roofslab, beams, columns lintels, girders andother structural members laid in situ orprecast laid in position, or prestressedmembers cast in situ, complete in allrespects:-(3) (c) Type C (nominal mix 1: 2: 4)

75 Cft. P. Cft


230 Kg. % Kg.

RAISING OF MANHOLEDismantling cement concrete 1:2:4 plain

74233 Pacca brick work other than building upto

10ft. (3 m)height. Extra for pacca brickwork in steining of wells or any othercircular masonry.i) cement, sand mortar:-Ratio 1:3

742 Cft. % Cft


35

Providing and fixing of reinforced plasticcomposite (RPC) manhole cover with RPCframe having 790 mm o/d and 650 mmi/d with 580 mm clear opening and RPCcover 600 mm o/d, both weighing 40 Kg.(ISO: 9001-2015 Certified), capable forbearing of load of vehicles up to 50 Ton.The rate also includes sales tax, labour /carriage to site charges, contractor'sprofit, Circular R.C.C beam (ratio 1:2:4),9" wide and 6" deep for fixing of manholeframe on top of manhole includingfabrication of mild steel @ 6.75 Lbs. / Cft.for R.C.C complete to entire satisfaction ofthe Engineer Incharge.

124 No. Each

36

Providing and fixing 6" thick R.C.Cmanhole cover with tee shapes C.I frameof 22" i/d (frame weighing 37.324 Kg. orOne maund as per Standard DrawingSTD/PD No. 6 of 1977, complete in allrespect.(Labour Rate Only)

120 No. Each

Page 17 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



37 Toe Wall

38

Excavation in foundation of building,bridges and other structures,includingdagbelling,dressing,refilling aroundstructure with excavated earth, wateringand ramming leadupto one chain (30 m) and lift upto 5 ft.(1.5 m)

34567 Cft. % 0Cft

39Cement concrete brick or stone ballast 1½ " to 2" gauge, in foundation and plinth in1:6:18. 11349 Cft. % Cft

40Pacca brick work in foundation and plinthin 1:5 ratio Cement sand mortar.

36402 Cft. % Cft

Staff Quarter (Double Room)Excavation in foundation of building,bridges and other structures, includingdagbelling, dressing, refilling aroundstructure with excavated earth, wateringand rammiing lead upto one chain (30 m)and lift upto 5 ft. (1.5 m)

1797 Cft. P%o Cft

Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, infoundation and plinth:- (e) Ratio 1: 6:12

761 Cft. P% Cft

141 Pacca brick work in foundation and plinthin:- i) cement, sand morter:-Ratio 1:5 2133 Cft. P% Cft

142 P/Laying D.P.C of cement concrete (1:2:4)using cement sand and shingle with onecoat bitumen and one coat polythenesheet 500-gauge 2" thick.

163 Sft. P% Sft

143 Pacca brick work in (1:6) ratio cementsand mortar super structure i/c strikingof joints. 2437 Cft. P% Cft

Providing and laying reinforced cementconcrete (including prestressed concrete),using coarse sand and screened gradedand washed aggregate, in required shapeand design, including forms, moulds,shuttering, lifting, compacting, curing,rendering and finishing exposed surface,complete (but excluding the cost of steelreinforcement, its fabrication and placingin position, etc.):-(A) (i) Reinforced cement concrete in roofslab, beams, columns lintels, girders andother structural members laid in situ orprecast laid in position, or prestressedmembers cast in situ, complete in allrespects:-(3) (c) Type C (nominal mix 1: 2: 4 slab)

426 Cft. P.Cft

(B) Precast reinforced cement concreteand prestressed reinforced cementconcrete in columns, beams, lintels, staircases, shelves, etc.(3) Type C (nominal mix 1: 2: 4)(C) Erecting and fixing in position, precastcement concrete or stone slab in roofs orlintels, etc. lift unto 20 ft., (6m) includingall charges.

13 Cft. P.Cft

144

Page 18 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.




1305 Kg. P% Kg146 First class deodar wood wrought joinery

in doors & windows, etc. panelled, oranelled or glazed, or fully glazed fixed inposition, including chowkat, holdfast,hinges, tower bolts, chocks, rubber stop,cleats/G.I. clamps, handles and chordwith hooks, etc. complete excludingsliding bolt or lock):- 2" thick

219 Sft. P. Sft

41 Providing & fixing sliding bolt 2 doors(Brass sliding bolt 12" (300-mm) long.

10 No. Each

42 Providing and fixing steel windows withopenable glazed panels, using beamsection for frame 1½"x1"x5/8"x1/8" T-section sashes 1"x1"x1/8" (25x25x3 perSft. or Rs. 305.00 per Sq.mm), glasspanes, wooden screed for glazingembedded metre. over a thin layer ofputty duly screwed with leaves, brassfittings, holdfast, duly painted, completein all respects,including all cost ofmaterial and labour, etc. as per approveddesign and as directed by theEngineer-in-charge:- i/c wire gauze.

42 Sft. P. Sft

43 Painting new surface:- Preparing surfaceand painting corrugated surface, patentroofing, etc. Preparing surface andpainting of doors and windows any type(including edges):- 3-coats.

504 Sft. P% Sft

44 Earth filling under floor with new earthexcuvated from out side upto one mile.

2266 Cft. P%0 Cft

45 Supply & filling sand under floor256 Cft. P% Cft

46 Cement concrete (1:7:20) ratio brick orstone ballast 1½" to 2" gauge infoundation and plingh. 474 Cft. P % Cft

47 Cement plaster ½ thick in 1:4 ratio.

4605 Sft. P% Sft

48 1½"(40 mm) thick mosaic flooring,consisting of ½ "(13 mm) mosaic toppingof one part of cement and marble powderin the ratio of 3:1 and two parts of marblechips, laid over 1"(25 mm) thick floor of1:2:4 cement concrete, including rubbingand polishing complete with finishing :-(a) using grey cement

839 Sft. P% Sft

49 Mosaic dado or skirting with one part ofcement and marble powder in the ratio of3:1 and two parts of marble chips, laidover ½"(13 mm) thick cement plaster 1:3,including rubbing and polishing, completewith finishing: using grey cement: 3/8"(10mm) thick.

372 Sft. P %Sft

50 Cement pointing struck joints on wallsupto 20' height (1:2) ratio i/c cost of redoxide pigment. 2293 Sft. P% Sft

51 Dry brick on edge paving, sand grouted,including preparation of bed by watering,ramming & bringing the same to propercamber, by ½ "(13 mm) thick mudplaster. 638 Cft. P% Cft

Page 19 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



52 Brick on edge flooring laid in 1:6 cementsand ratio over 3/4" thick 1:6 ratio. 574 Sft. P% Sft

53 Bottom Khuras of brick masonry incement mortar 1:6, 4'x2'x4½"(1200x600x113 mm) over 3" (75 mm)cement concrete 1:4:8. 4 No. Each

54 Khuras on roof 2'x2'x6" (600 x 600 x 150mm) 4 No. Each

55 Khassi parnalas in cement, sand mortar1:2, 12" (300 mm) outside width finishedsmooth with a floating coat of neatcement. 73 Rft. P.Rft

56 Single layer of tiles 9"x4½"x1½"(225x113x40 mm) laid over 4"(100 mm)earth and 1" (25 mm) mud plaster withoutBhoosa, grouted with cement sand 1:3 ontop of RCC roof slab, provided with 34 lbs.per %Sft. or 1.72 Kg/Sq.m bitumencoating sand blinded.

832 Sft. P% Sft

57 Distempering 3 coats.

3980 Sft. P% Sft

58 Sanitry Work59 Providing and fitting glazed earthen ware

water closet, squatter type (Orisa pattern),combined with foot rest.

2 No. Each60 Providing and fitting "P" trap 10 cm (4")

glazed. 2 No. Each61 Providing, laying, cutting, jointing, testing

and disinfecting G.I. pipeline in trenches,with socket joints, using G.I. pipes ofB.S.S. 1387-1967 complete in allrespects, with specials and valves.

160 Rft. P. Rft62 Providing and fixing chromium plated bib

cock:-ii) 1.5 cm (½") 6 No. Each

63 Providing and fixing chromium plated teestop cock 15mm (½"). 2 No. Each

64 Providing and fixing chromium platedshower rose 2x15 cm (¾"x6"). 2 No. Each

65 Providing and fitting glazed earthen warewash hand basin 56x40 cm (22"x16")including bracket set, waste pipe andwaste coupling, etc. white, with pedestal

2 No. Each66 Providing and fixing, chromium plated

mixing valve, for wash hand basin, sinkor shower. 2 No. Each

67 Providing and fixing super tuff tankivertical. 200-glns food graded materialISO certified including i/c iron framestand and connection with GI pipe.

2 No. EachElectrification Work

Page 20 of 26


Rate in Words (Rs.)

Amount (Rs.)

Sr. No.



68 Supply and erection of PVC pipe forwiring recessed in walls, includinginspection boxes, pull boxes, hooks,cutting jharries and repairing surface,etc., complete with all specials. 20 mm i/d

140 Rft. P. Rft69 Supply and erection of single core

PVC insulated, PVC sheathed copperconductor, 250/440 volts grade cable(BSS-2004), in prelaid PVCpipes/M.S. conduit/G.I. pipe/woodenstrip batten/wooden casing andcapping/trenches, etc. (rate for cableonly):- 3/0.74 mm (3/0.029")

400 Rft. P. Rft70 Supply and erection of teak wood

board, 4.5 cm (1¾") thick. 20 x 25 cm(8"x10") 6 No. Each

71 Supply and erection of switches 5Amp piano type. 30 No. Each

72 Supply and erection of ceiling rose,bakelite. 2 No. Each

73 Supply and erection of button holderbakelite large size. 10 No. Each

74 Supply and erection of ceiling fan56"dia Pak Royal GFC make (bestquality) 2 No. Each

RCC SewerEarthwork excavation in open cutting forsewers and 'manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface 'water, in alltypes of soil excepts shingle, gravel androck.



76 Providing & Laying Crush or stone 3/8" to1" size laid under bed of sewer andaround the sewer. 0 Cft. P. Cft.

77 Supply and filling sand under floor orplugging in well. (in trenches of all Sewerslines) 15342 Cft. % Cft.

78 Providing and laying R.C.C. pipe, mouldedwith cement concrete 1:1½:3, with spigotsocket or collar joint, etc. including costof reinforcement, conforming to B.S.5911: Part I: 1981, Class "L" includingcarriage of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing, cuttingpipes where necessary, finishing andtesting, etc., complete i) 225 mm (9" dia)

1684 Rft. P. Rft.

Providing and laying R.C.C. pipe sewers,moulded with ditto cement concrete1:1½:3 conforming to ASTM SpecificationC-76-79, Class II. Wall B, includingcarriag of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing with rubberring cutting pipes where necessary,testing, etc., complete

75

79

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12" i/d 5052 Rft. P. Rft.

15" i/d 0 Rft. P. Rft.

80 Restoration of metalled road, on laidservice line, including compaction:- BlackTopped Road with two coats of surfacing& 10" (250 mm) depth of stone metal, forsub base & base.

0 Sft. % Sft.

81 Providing and installing, C.I. ventilatingshaft painted with bituminous paint withfoundation bolts, as per PHED StandardDrawing STD/PD No. 4 of 1977, completein all respects (except concrete foundationblock):- 6" (225 mm) i/d shaft i) 18 ft.(5.5 metre) long

2000 Kg. % Kg.

82 Rehandling of earth work lead upto asingle through of kassi phaorah areshover. 100258 Cft. %o Cft

ManholeEarthwork excavation in open cutting forsewers and manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface water, in alltypes of soil except shingle, gravel androck:-



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

1841 Cft. % Cft

85 Pacca brick work other than building upto10ft. (3 m)height. Extra for pacca brickwork in steining of wells or any othercircular masonry.i) cement, sand mortar:-Ratio 1:3

5550 Cft. % Cft

86 Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): (f) Ratio (1: 2:4) 687 Cft. % Cft


88 Extra for making and finishing benchingfloor work imanhole chamber, with 1/8"(3 mm) thick cement finish 1395 Sft. % Sft

89 Providing and fixing 1¼"x1¼"x3/16"(31x31x5 mm) angle iron step, in manholechambers, including carriage and settingthe same in work to correct lines andlevels.

222 No. Each

83

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229 Providing and fixing of reinforced plasticcomposite (RPC) manhole cover with RPCframe having 790 mm o/d and 650 mmi/d with 580 mm clear opening and RPCcover 600 mm o/d, both weighing 40 Kg.(ISO: 9001-2015 Certified), capable forbearing of load of vehicles up to 50 Ton.The rate also includes sales tax, labour /carriage to site charges, contractor'sprofit, Circular R.C.C beam (ratio 1:2:4),9" wide and 6" deep for fixing of manholeframe on top of manhole includingfabrication of mild steel @ 6.75 Lbs. / Cft.for R.C.C complete to entire satisfaction ofthe Engineer Incharge.

111 No. Each

Gully Gratting90 Earthwork excavation in open cutting for

sewers and manholes as shown indrawings including shuttering andtimbering, dressing to correct section anddimensions according to templates andlevels, and removing surface water, in alltypes of soil except shingle, gravel androck:-

3610 P%o Cft91 Constructing standard gully grating

chamber, 12"x12" complete in allrespects. With C.I gullytrap,weighting 81 lbs.(36.75 kg.) hingedsafety type.

20 No. P.No.92 Providing and laying R.C.C. pipe, moulded

with cement concrete 1:1½:3, with spigotsocket or collar joint, etc. including costof reinforcement, conforming to B.S.5911: Part I: 1981, Class "L" includingcarriage of pipe from factory to site ofwork, lowering in trenches to correctalignment and grade, jointing, cuttingpipes where necessary, finishing andtesting, etc., complete i) 225 mm (9" dia)

320 Rft. P Rft93 Rehandling of earthwork: a) Lead upto a

single throw of Kassi, phaorah or shovel

2888 Cft. P %o Cft

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CONDITIONS:-i)

ii)

iii)

iv)

v)

vi)

vii)

viii)

ix)

x)

All electrical works shall be got executed through licensed contractors approved by WAPDA. Thequantities / specification of electrical works are provisional and shall be subject to variation onthe basis of design / drawings which shall be got prepared from Electrical Engineer. Theexpenditure to be incurred shall be charged to contingencies. All the additional items to beexecuted at site shall be charged to contingencies.

Any ommision or error therein shall be reffered for interpretation and decision to the competent authority, which will be final in this respect.

The governing condition is that the construction of entire drainage system, laying of RCC sewersshould commence from disposal points / junction points of the intercepting sewer-lines towardsup stream side from the disposal points.

The preparation of L-Section / site profile drawing of out fall sewers and all the structures shallbe ensured by Engineer-in-Charge before taking the work in hand. Any change in route /alignment of proposed pipeline necessitated to be made as per site conditions / designrequirements shall binding upon the contractor and no extra claim on this account shall beentertained.Payment for dismantling / restoration of brick pavement / Road metalling will be made afterpersonal verification by the Engineer-in-Charge but quantity shall not exceed provisions of TSestimate. Where katcha strip is available along the route, the pipe will be laid in Katcha portionand dismantling of street / road will not be allowed.

The design of machinery particularly discharges head (stages) of pump and BHP of electric motoris calculated after authentication of data by Superintending Engineer / Executive Engineer.During procurement and fixing of machinery the manufacturer’s design regarding stages ofpump and BHP of electric motor as per curve design be strictly followed by the field staff. TheContractor shall submit detailed design, drawing and specifications of pumping equipment forapproval of Engineer in charge before installation.

Pumping machinery, all type of pipes (HDPE AC/PVC/CI/DI/MS) & CI Specials shall bearranged by the contractor from the approved manufacturer of the HUD&PHE Department. Finalpayment will be released after the testing of pumping machinery, all type of pipes (HDPEAC/PVC/CI/DI/MS) & CI specials with other allied work completed as per specifications.

In order to ensure quality, at the time of material receiving and verifying the bill, documentssuch as manufacturer’s confirmation (original) under letter head & seal, factory test report,manufacturer’s sale certificate with sales tax number, delivery challan, gate pass andtraceability code number on products (Year, Month, Date, Shift) be obtained and confirmationfrom manufacturer regarding originality of documents.

The execution / completion of work strictly in accordance with the PWD / PHE specifications, ASTM /BSS, approved design / drawings, provisions of technically sanctioned estimate and requirements ofContract Agreement to the entire satisfaction of the Engineer-in-Charge will be exclusive responsibility ofthe Contractor. As per instructions of Pakistan Engineering Council, a full-time “Graduate Engineer” willbe employed by the Contractor within one month of start of work for supervision of this specific work and his particulars along with registration of PEC will also be supplied to Engineer-in-Charge.

Any omission / error there in, for interpretation will be referred to MRS 2nd Bi-Annual Period(1st July 2019 to 31st December 2019) (District Rahim Yar Khan) notified by FinanceDepartment and the decision of the competent authority will be final and binding upon thecontractor. Any item of work not included in the bid but during execution actually required to beexecuted at site will be paid after approval by the competent authority.

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xi)

xii)

xiii)

xiv)

xv)

i)

ii)

iii)

iv)

v)

1)

2)

3)

4)5)

6)7)

8)

9)

If the rates quoted by the lowest contractor are less than the estimated amount, contractor will deposit performance security in the shape of deposit at Call in the name of undersigned, within 15 days after date of opening of tenders as per Finance Department.All new ammendments, Notifications will be applicable on this Bid.And it is further clarified (contract agreement clause 26-A) by the Finance Department vide his Notification No.RO(Tech.)FD-1-2/83.VI(P), dated 24.01.2006 that if contractor quote rates 11% below the technically sanctioned and then the corresponding additional security @ 11% (or subsequent %age below the estimated cost) shall be deposited. Allotted work will have to be started by the lowest bidder within 15-days after issuance of this acceptance letter from this office. Falling which will make the allotment order rescinded automatically involving no notice of further correspondence.No work at site shall be carried out by the contractor prior to approval of design services by the suprintending Engineer Public Health Engg: Circle Bahawalpur.

Two years un-conditional full warranty shall be provided by the contractor / manufacturer.

NOTE :-Any item not included in above and to be carried out at site will be paid according to MRS 2nd Bi-Annual Period (1st July 2019 to 31st December 2019) (District Rahim Yar Khan)Competent authority reserves the right to reject the tender without assigning any reason.

Disposal of surplus earth / debries will be the responsibility of the contractor at no additional cost.

The contractor will be responsible for any mishap during execution of work.

The lowest bidder whose bid will be lesser that 5% of sanctioned estimated cost of the work shall have to deposit the difference between the costs as per rate quoted by the bidders as performance security, which will be returned on successful completion of the work /contract vide Govt. of Punjab Finance Department Notification No.RO (Tech) FD-1-2/83 VI (P) dated 24-01-2006 read with No.RO (tech) FDI-2/2010, dated 04-09-2012. Failure to deposit performance security within 15 days after receiving the tender will result in forfeiture of the earnest money without any further notice.

PUMPING MACHINERY :-

The contractor, at the time of quoting rate of pumping machinery in tender, shall mention the name ofapproved manufacturer of HUD&PHED otherwise the contractor will be bound to supply machinery asper satisfaction of Engineer-in-Charge. Minimum efficiency of pumping machinery shall not be less than 75%.

The efficiency of pumping machinery shall be physically tested at test bed of manufacturer before actualdispatch to site.

The pumping machinery including MCU shall be installed by the contractor under supervision ofmanufacturer’s representative with a certificate from manufacturer regarding capability of MCU.

It may be ensured that the contractor is registered with Punjab Revenue Authority as a service provider.The rates will also be quoted in words also otherwise the bid will be considered as non responsive.All quality tests performed & supplied to the department during execution of the scheme.The rates acceptable will be item rates only. No percentage will be acceptable.

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10)

Head Draftsman Contractor Executive EngineerPublic Health Engg: Division

Rahim Yar Khan

Superintending EngineerPublic Health Engg: Circle,

Bahawalpur

All the quantities given in the detailed cost estimate / BOQ are provisional quantities and shall be subject to changes / variations due to detailed design submitted by the contractor dully approved by the Superintending Engineer concerned. The cost due to variation in quantities shall be met of the contingencies and implemented after approval of the competent authority.

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d.n.i.t for repair / rehabiliation of sewarage & water

Documents