ARC Tender for TRANSPORTING, LOWERING AND LAYING DI WATER DISTRIBUTION NETWORK AT DIFFERENT PLACES IN SWZ. (ARC Tender) (Re- Invite)

Name of Work : ARC Tender for TRANSPORTING, LOWERING AND LAYING DI

WATER DISTRIBUTION NETWORK AT DIFFERENT PLACES IN SWZ. (ARC Tender)

Bill of Quantities

Items Quantity without Unit

Excavation for foundation in all type of hard and soft

soil including sorting out stacking of useful material

1 and disposing of excavated stuff upto 50 mt. lead loose

0 to 1.5 m depth Cmt

1.5 to 3.0 m depth Cmt

Transporting from AMC store and laying spigot and -

socket New DI pipe line DI-K-9 pipe of various classes -

with CI/DI/MS specials of following diameters. Rate

includes excavation up to minimum 1.0 mt. depth from

top of pipe/as per requirement in any soil, refilling after

2 laying pipe, covering and temptation of carting surplus

earth up to 30 mt. lead and watering and compaction.

Clearing the site. All Joint shall be made tight & leak

100 mm dia Rmt.

150 mm dia Rmt.

200 mm dia Rmt.

250 mm dia Rmt.

300 mm dia Rmt.

350 mm dia Rmt.

400 mm dia Rmt.

450 mm dia Rmt.

500 mm dia Rmt.

600 mm dia Rmt.

700 mm dia Rmt.

800 mm dia Rmt.

Only removing recover of existing CI/DI pipe lines & -

specials , removing any type of joint, carting it to the -

3 Muni. Store as & where directed as per instruction of

Engg. In charefge with excavation & refilling.

100 mm Dia Rmt.

150 mm Dia Rmt.

200 mm Dia. Rmt.

250 mm Dia. Rmt.

300 mm Dia. Rmt.

Removing & relaying of existing CI/DI pipe line & -

Specials, Cleaning of Pipe & Specials from inside , -

4 inclding excavation refilig etc. Comp. in the line &

level with any type of joint as per instruction of engg. In

100 mm Dia Rmt.

150 mm Dia Rmt.

200 mm Dia. Rmt.

250 mm Dia. Rmt.

300 mm Dia. Rmt.

Labour charges for installing and jointing Sluice -

valve/Scour Valve including loading, transporting from -

AMC's store,lowering in location to the required with

excavation refilling alignment by crane/tripod and chain

5 block including cost of total nos. of nuts, bolts,

Necessary gaskets and excluding fixing of tail pieces

with lead & jute etc complete as directed by Engg. In

Labour charges for removing and recover of ex. C.I. -

Sluice valve with tail pieces and carting it up to muni.

Store or site as per instruction of Engg. In charge item

6 include necessary Excavation , removing or making

joints, refilling etc. comp. as directed by Engg. in

Providing and supplying CI/DI Tamper proof /Bi -

Stream Air valves with SS 304 Float gun metal nozzle -

of approved make & quality of following class and

diameter including all taxes, transportation, freight

7 charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores, stacking etc.

complete. With Isolating Sluice Valve PN

100 mm dia. No.

Lowering, laying & jointing in position following air -

Valves including cost of all labour, jointing material, -

8 including nut bolts & giving satisfactory hydraulic

testing, etc. complete. With Isolating Sluice Valve PN

100 mm dia. No.

Labour charges for collecting specials from Municipals Kg

store loading, transportation, unloading to the sie, 20,000.00 21.43

laying and fixing CI specials inclusive of all jointing

9 materials like lead, spun etc. and labour, excavation re-

filling and nece. Dewatering as per instruction of engg.

Manufacture, Supply,Delivery & Fixing of Ductile Iron -

Socket Spigot Bends, tees, reducers or any other -

specials as per BS-EN-545/1995 Class-A series K12

suitable for use with D.I Pipes manufactured as per

10 IS:8329/1994 delivery of specials is to be made to

GWSSB store or site of works any where in Gujarat

including fixing, all taxes, loading, unloading, carting,

stacking,insurance, inspection charges, octroi etc.

For 100 to 300 mm dia Kg

Providing and casting in situ C.C. in grade M-15 Cmt

(approx. corresp. to prop. 1:2:4) (proportions as per mix 17.00 4,906.00

design or as per Table 9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of

size 6 mm to 20 mm for RCC work, including

scaffolding centering, form work, needle vibrated

11 consolidation, curing comp. up to 6 meter depth or

height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering

etc. comp. for structure for other than water

retaining.(With formwork)

Providing and casting in situ C.C. in grade M-20

(proportions as per mix design or as per table9 of IS456

2000 in masses by weigh batching ) using granite,

quartzite trap metal of size 6 mm to 20 mm for RCC

work, including scaffolding centering, formwork,

needle vibrated consolidation, curing complete up to

12 meter depth or height (excluding cost of reinforcement

and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure other

than water retaining (Below G.L) .(With formwork)

RCC Foundation Cmt

Supplying cutting, bending, binding and placing in - MT

position steel as per plan and design and as per ISS 77,504.00 -

2502 including cost of steel and binding wire for

13 reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters Fe -

grade for all diameters.

Providing and fixing PVC coated steps as per directed No

FRC machine hole Cover Providing F.R.C. MH seat No

cover incl. carting to the work site etc. comp. Directed. 8.00 2,125.00

F.R.C. Extra Heavy Duty (EHD-35) machine hole

Covers & Frames Cover: 728mm ø & 100 mm thick

circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm ø plain round bar for lifting the

15 cover & should be fitted with plastic cups.

Frame:560mm ø clear opening, -888 x 888 x 175mm.

On the upper periphery off rame 25x3 mm wide MS flat

should be well embed in concrete to protect the edges

off rame. FRC E.H.D.-35 machine hole cover & frame

described as above.

FRC heavy duty cover size 730 mm. & 90 mm thick No

circular cover 20 M.T. design load and frame size 560 10.00 1,830.36

16 mm clear opening size 890 x 890 x 120 mm.

Carting and Fixing M.H., Chamber or Catchpite Seat No

and Cover in line and level to match exisisting road 8.00 750.00

level in C.C. 1:2:4 and finishing smooth, watering and

17 protecting for 7 days etc. complete as directed. M.H.

seat cover will be supplied byA.M.C.(from any store)

Filling with available excavated earth (excluding rock) Cmt

in trenches, plinth, sides of foundation in layers not 250.00 129.10

18 exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering.

Conveyance charge of earth, lime, murrum, building Cmt

rubbish, manual garbage, sludge, excavated rock, fly 333.89 408.41

19 ash, aggregate of any kind etc. Upto 5.0 Km lead.

Extra rate over item of excavation of earth for -

excavation of asphalt pavement/RCC of following -

20 thickness including demolishing the asphalt carpet,

metal, soiling/cutting Reinforcement etc. comp. with

stacking the material as directed.

up to 0.20 meter thickness (By Manual) Smt

up to 0.30 mt (by any type of Breaker Machine or Smt

R.C.C Cutter machine including cost of operator, fuel & 1,334.00 178.57

(b) transportation etc complete.

0.30 mt & above (by any type of Breaker Machine or Smt

R.C.C Cutter machine including cost of operater, fuel & 500.00 312.50

(c) transportation etc complete.)

Reinstatement of asphalt road/pavement using same Smt

material for soling and new metalling grouting with 2,502.00 231.47

21 tack coat etc complete as directed.

Cutting of existing pipelines of following diameters -

including carting of nece. specials from AMC store to -

site and from site to AMC store (recovered materials)

nace. labours for excavation, jodan & backfilling fitter,

22 supervisor, etc. complete. Rate also includes electric

cutter, dewatering pump fuel and transportation of

machineries, chain pulley block if requires working at

an instructed specific time of day or night etc. complete.

100 (CI/DI) mm dia. No

150 (CI/DI) mm dia. No

200 (CI/DI) mm dia. No

250 (CI/DI) mm dia. No

300 (CI/DI) mm dia. No

350 (CI/DI) mm dia. No

400 (CI/DI) mm dia. No

450 (CI/DI) mm dia. No

500 (CI/DI) mm dia. No

600 (CI/DI) mm dia. No

700 (CI/DI) mm dia. No

Brick work using common burnt clay building bricks Cmt

having crushing strength not less than 35 kg / Sq. Cm. 20.00 4,011.66

23 in foundation and plinth in cement mortar 1:5 (1 cement

: 5 coarse sand) etc. complete

Providing & applying . 15 mm. thick cement plaster in Smt

single coat on rough side of single or half brick wall for 170.00 222.56

24 interior plastering upto floor two level and finished

even and smooth in Cement mortar 1:3 (1 cement :

sand) etc. comp

Demolition of Brick work & stone masonry including Cmt

stacking of serviceable materials and disposal of 20.00 544.95

25 unserviceable materials with all lead and lift. (i) In

Demolition and disposal of unserviceable materials with Cmt

26 all lead and lift.(i) Unreinforced cement concrete 20.00 603.23

Demolition and disposal of stacking of serviceable Cmt

27 materials and disposal of unserviceable materials with 20.00 1,047.38

all lead and lift

Supplying Electric breakar machine for RCC slab or Shift

Asphalt demolishing work on site by using operator, 90.00 1,071.43

fuel, power supply etc. complete as directed.(no

28 payment should be allowed for non working condition

of machinary and for pipeline excavation and M.H.

work.allowed only for break down work)

Providing and supplying JCB machine on rental basis in hr

case of imergency situation and break down type work 100.00 535.71

and also during on unavodable condition as per

instruction of engineer incharge, rates include all

29 necesary shifting, fuel and operating charges and

staking o usefull and non usefull material separatly up

to store.(no payment should be allow for non working

condition of machinary and for pipe line excavation and

Supplying, fabricating and embedding M.S. anchor kg

bolts, channels, angles chequered plates (6 mm thick), 1.00 82.50

all other type of inserts, ladder, precast trench cover etc.

in concrete members during concreting as per drawings

and instructions in all positions and at any level

including keeping them in correct position and

30 alignment, including adjustment of reinforcement and

shuttering, etc. complete and including two coats of

approved oil paint over one coat of zinc-rich primer

over exposed surfaces of above mentioned inserts after

embedment, etc. all as specified

Manufacture, Supply & Delivery, Laying of Electric

Resistance Welded (Up to 400mm)/ Submerged Arc -

Welded(Above 400mm) M.S.Pipe having beveled ends

plate or coil conforming to IS-3589-2001 or its latest

revision/ ammendment for following thickness outside

diameter at GWSSB store or site anywhere in Gujarat

State including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading conveyance to Departmental stores,

stacking etc. all complete. (Rate forMS Pipe based on

31 the ex. works price of HR Coil as Rs.54500.00 per MT

(Above 3.15 mm to 10 mm) & Rs. 55000.00 per MT

(Above 10 mm) as on March-21 .( WPI Index of H. R

Coil of February-21 is 132.6)

a) upto 914mm OD & upto 10mm Thickness of Kg

Plate/Pipe 1.00 70.67

b) Above 914mm OD & Above 10mm Thickness of Kg

Plate/Pipe 1.00 71.17

Gas cutting ( Either square cut or V cut) pipes, plates -

32 etc. complete for following thickness plate -

Above 10 mm thickness plate Rmt.

5 to 10 mm thickness Rmt.

Welding in all positions with required number of runs, -

for M.S. pipes internally and / or externally including -

gauzing wherever necessary, fixing appurtenances and

33 other accessories in connection with pipe laying work

as per specification. Butt joints with convex fillet welds

Above 7 mm thickness plate Rmt.

4 to 7 mm thickness Rmt.

Providing and fixing M.S.Flanges to M.S. Pipe as per -

34 IS specification and as directed by Engineer in charge. -

Ring flange - M.S.Special Flanged ends -

Upto 300mm dia. kg

300 mm dia and above kg

Blank flange - M.S.Special Flanged ends

Upto 300mm dia. kg

300 mm dia and above kg

Dewatering by pumping set of required capacity HP/hr

including temporary platform carting pumping at site 167.00 18.32

35 and fixing the same in position including all

accessories, and fuel and labour etc. complete.

Making holes on existing C.I./ D.I./MS water pipe line -

including necessary GI fittings item also includes -

36 necessary excavation, dewatering and refilling as per

instruction engg. In charge etc. comp.

Supply , installation , testing & commissioning of No

Bourdan pressure gauge having 150 mm dia with 3.00 1,412.00

37 necessary syphon & S.S. cock and shall be provided at

each pump outlet & pump header as per specification

and data sheet. Range 0-5kg/sq.cm

Providing and fixing to wall, ceiling and floor -

galvanised Mild steel tubes (Medium grade) of the -

38 following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor.((At

any floor level)

15 mm dia GI Pipe Rmt.

20 mm dia GI Pipe Rmt.

25 mm dia GI Pipe Rmt.

40 mm dia GI Pipe Rmt.

50 mm dia GI Pipe Rmt.

Providing and laying in trenches galvanised mild steel -

tubes (Medium grade)of the following nominal bore, -

39 tube fittings (Earthwork in trenches to be measured and

15 mm dia GI Pipe Rmt.

20 mm dia GI Pipe Rmt.

25 mm dia GI Pipe Rmt.

40 mm dia GI Pipe Rmt.

Providing laying and jointing in true line and level -

following Dia U.P.V.C. Pipe (SCH-40) for cold water -

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

40 every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

15 mm Dia uPVC Pipe Rmt.

25 mm Dia uPVC Pipe Rmt.

40 mm Dia uPVC Pipe Rmt.

50 mm Dia uPVC Pipe Rmt.

Manufacturing, testing, supplying, loading, transporting -

to worksite, unloading, Loweing in trenches, laying and -

jointing RCC pipes following class with Socket and

41 spigot joints as per IS 458 -2003 including EPDM

Rubber ring as per IS 5382-1985 etc. comp. As

Directed by Engineering in charge.

300 mm dia. Rmt.

450 mm dia. Rmt.

600 mm dia. Rmt.

Providing And Jointing Stoneware Pipes Incl. -

Excavation Up to 2 Mt. Refilling, Transporting Pipes -

To Work Site, Unloading, Lowering In Trench,

jointing material Such As Cement, sand, Hemp

42 Bitumen As Directed, Incl. Watering The Trenches

Spreading And Carting away Of Surplus material as

directed by engineer in charge.

100 mm dia Rmt.

150 mm dia Rmt.

230 mm dia Rmt.

Repairing of damaged MH including removing -

damaged brick & repairing by masonry in C.M. 1:5 & -

plaster in C.M.1:3 & fixing C.I. Steps & excluding seat

43 & Cover in C.C.1:2:4 rate also includes removing

debris from MH & carting the same as directed.

Up to 0.15 M ( @ two coarse) No

Up to 0.35 M ( @ two coarse) No

Up to 0.65 M ( @ two coarse) No

Providing, laying, spreading and compacting graded -

stone aggregate to wet mix macadam specification -

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

44 tipper to site, laying in uniform layers in subbase / base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

Production & Supply of WMM Cmt

Laying of WMM Cmt

Providing and Laying of Rubber Moulded Paver Block Smt

Grey/Coloured 60 mm thick, M-35 Grade of any size 3.00 383.04

shape (Usually Uni-Paver Blocks) using black trap

good quality aggragate of 20 mm nominal size for

footpath, parking areas, service lanes and other areas as

mentioned in the rawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of

45 flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut

byvmachine only and carting. The finished surface of

the paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms

thick sand bedding.)

Supplying and fixing of 300 mm-L x 150 mm-B x 380 Smt

mm-Kerb block for Footpath in M-20 grade using 20 3.00 350.89

mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt,

fixing the Kerb stones in line and level on 5 cm thick

46 sand bedding with necessary equipments and materials.

The rate shall also include the flush pointing in CM

(1:3) for all joints of the kerbstones. Filling of zari

alone the sides of the kerb stone fixed with Bituminous

concrete Bituminous concrete / C.C. mixed in proper

position to flush with the road surface as directed by

Engineer in change to form a portable mixture.

Labour work for fixing above interlocking blocks on up Smt

to 50mm th sand bedding,levelling,watering anf fixing. 17.00 69.64

Rate incl. average 30cm depth for excavation and or

47 filling,carting away debries/excavated material up to

km and cleaning the site etc.comp. as directed.

Labour charges for doing washout of water pipe line at No

end including necessary excavation refilling the pit. 50.00 669.64

Allowing the water to flow for 15 minutes twice or

48 thrice as per site condition during supply hour,

dewatering the pit and plugging with existing wooden

butch. etc. comp. as per Engineer In Charge

Supplying wooden taper plug from jungly wood (like -

49 limda, ambo ) etc. comp. -

15 mm dia to 20mm dia No

25 mm dia to 37mm dia No

80 mm dia to 100 mm dia line No

Barricading the entire break down or excavated area on Rmt.

rental basis using wooden ballies / M.S.angles at max. 1,000.00 80.36

2.00 meter centre to centre, C.G.I. Sheet, reflective

paint / Board out side to avoid accident & for smooth

traffic diversion & movement including cautionary

board etc. Item also includes for making temporary

50 sufficient nos of lighting arrangement through out the

work with necessary required arrangement. ..The same

shall be removed after completion of work. (Only for

break down work from start to complete)

Labour charges for repairing of lekage CI/Di -

pipe line for following dia different places -

including necessary excavation manually or by

machinery removing mud dewatering cleaning of pipe

and leakafe portion and repairing by inserting lead wool

51 jute tools required for inserting lead wool hiring

charges of excavators Hydra/crane j.c.b dewatering set

fuel operator cost of lead wool etc complete(including

all material but excluding cost of pipel)

Horizontal Drilling 900 & Providng & Fixing MS Rmt

a) Casing Pipe of 800 mm Dia Thickness 12mm 1.00 18,142.00

Horizontal Drilling 600 & Providng & Fixing MS Rmt

b) Casing Pipe of 500mm Dia Thickness 8mm 1.00 9,166.00

Horizontal Drilling 500 & Providng & Fixing MS Rmt

c) Casing Pipe of 400mm Dia Thickness 6mm 1.00 6,439.00

Horizontal Drilling 300 & Providng & Fixing MS Rmt

d) Casing Pipe of 250mm Dia Thickness 5mm 1.00 2,553.00

Horizontal Drilling 250 & Providng & Fixing MS Rmt

e) Casing Pipe of 200 mm Dia Thickness 5mm 1.00 2,148.00

Horizontal Drilling 200 & Providng & Fixing MS Rmt

f) Casing Pipe of 150 mm Dia Thickness 5mm 1.00 1,510.00

Filling in plinth with sand under floors incuding Cmt

53 watering, ramming, consolidation and dressing 1.00 455.63

Filling in foundation and plinth with murrum or Cmt

selected soil in layers of 20 cm. Thickness including 1.00 286.20

54 watering, ramming and consolidating etc. complete.

55 Excavation for trial pit for location of existing line

including excavation of any depth including refilling,

watering etc. Comp (As per previous tender Rates)

56 Construction of Valve Chamberin brick masonry locally

available in C.M. 1:6 foundation concrete 150 mm thick

in C.C. 1:4:8 of trap metal size 25 mm to 40 mm thick

inside cement plaster 1;3 and cement pointing outside

in c:m 1:3 & top cover from G.L. but excluding cost of

excavation and refilling with cast in situ RCC slab in two

piece with fixing FRC frame and

cover,etc.compelte(excluding cost of fram & cover with

23 mm thick brick masonry wall in C:M1:6

For Sluice valve,scour Valve & Air valve

0.9 x 0.9 x and 1.0 mt. deep chamber

1.3 m x 0.9 m x 1 m deep chamber

1.3 x 1.3 x and 1.0 mt. deep chamber

57 Supplying, labour for excavation of all types of soil at

any depth including excavation of asphalt pavement

of any thickness, demolition of brick work in CM of

any proportion including stacking of serviceable

materials and disposal of unserviceablematerial etc.

comp. as directed.

58 Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver (GWSSB SOR -22-

23 Section 2E-Miscellenous Item no. 7)

59 Supplying Potable Water Tanker attached with

motorpump to be filled from near by Privete vendor

Boe waell station And Supplay to AMC . with 30 meter

Delivery Pipe. The tanker should be supplied as &

where reuired & when order placed by Engineer In -

Charge The rate includes the fuel charge, driver's

charge etc..complete. 1000.00 312.05 Trip

I/We am/are willing to carry out the work at % above/below % (should be

written in figures and words below/above the estimated rates mentioned above. Amount of

my/our tender works out as under:

1) % above / below is to be submitted online only.

2) All work shall be carried out as per the specifications or as directed.

3) Rates quoted include cleaning of site (prior to commencement of work and at its

close) in all respects and hold formwork under all conditions, site moisture,

4) All the item rate are considering excluding cost of GST as per Government of

Gujarat Road And Building Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So,

bidder shall be consider this change in BOQ

Seal and Signature of the Bidder Addl. City Engineer

(SOUTH WEST ZONE)