pariej final shedule - b

document.xls 1

Special Repairs

PARIEJ REGIONAL WATER SUPPLY SCHEMETa. : Matar, Tarapur, Sojitra Dist. : Kheda

Lowering, Laying & Jointing Different Dia HDPE & PVC Pipeline.

SCHEDULE - B - 1

Item No. Item Description Quantity. Unit ( Up Tender Rate Amount.

( Up to 200 ( Only Figures ) to 50 ( Up to 2 ( Up to 2

Characters ) Characters ) Declimals ) Declimals )

1.00 Item.No 1:-

Excavation for pipeline trenches incl. all safety provisions

using site rails and stacking excavated stuff up to a lead

of 90 mts. Cleaning the site etc. complete for lifts and

strata as specified. 13721.21 m3

In hard rock and/or C.C. or R.C.C. 76.20 M³

2.00 Item.No 2:-

Providing and supplying HDPE specials suitable to HDPE

at store or site of work incl. freight, loading, unloading,

stacking insu. & all taxes etc. comp.

400mm dia HDPE Bend. 1.00 No.

400mm dia HDPE Pipe End. 2.00 No.

400mm dia M.S. Flange. 2.00 No.







3.00

Providing and supplying at store or site of work including

freight, loading, unloading, stacking, insurance and all

Item.No:3 :-

document.xls 2




taxes etc. complete. PVC Specials of 6Kg/cm2

300mm. dia. PVC Bend 2.00 No.

300mm. dia. PVC Tailpiece 2.00 No.

300mm. dia. M.S.Flange 2.00 No.


200mm. dia. PVC tail piece with Flg. 4.00 No.

200mm. dia. PVC tees 4.00 No.

200mm dia PVC Saddle. 4.00 No.

200mm. dia. PVC Coupler 10.00 No.











90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 18.00 No.

90mm. dia. PVC tail pieces 18.00 No.


90mm. Dia. PVC saddle 9.00 No.

90mm. dia. PVC Couplar. 36.00 No.

90mm. dia. PVC end caps 9.00 No.

4.00 Item.No 4:-

Providing and supplying ISI mark CI D/F Sluice valves,

butterfly valves & reflux valves of following class and

diameterincluding all taxes, insurance, transportation,

Item.No:3 :- Continued………..

document.xls 3




freight charges,octroi, inspection charges, loading,

unloading, conveyance to departmental stores,

stackinget. Complete.

500mm dia C. I. Sluice Valve. PN 1.0 1.00 No.

400mm dia C. I. Sluice Valve. PN 1.0 4.00 No.

350mm dia C. I. Sluice Valve.PN 1.0 7.00 No.







250mm dia C. I. Reflex Valve. 2.00 No.



5.00

Providing and supplying C I Air Values of approved make &

quality of following class and diameter including all taxes

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

Single acting Air Valve 40mm. Dia. S - 1 Type. 2.00 No.

Single acting Air Valve 25mm. Dia. S - 1 Type. 8.00 No.

6.00 Item.No 6:-

Lowering, laying and jointing HDPE pipes and specials of

following class and diameter (By butt fusion welding

method) including cost of conveyance from stores to site

of works including cost oflabour, material, giving

satisfactory hydraulic testing as per ISI code etc.

Item.No:5 :-

document.xls 4




complete.

400mm dia. H.D.P.E.. Pipe 500.00 mt.



7.00

Lowering,laying & jointing pipe line with specials such as

Tees,Bends,Reducer incl. cost of specials guarding,

barricading testing etc. comp. (excluding excavation and

refilling no deduction to for S.V.)

PVC Pipes 6Kg/cm2

315 mm. dia 6Kg/Cm² PVC pipes 250.00 mt.





8.00

Lowering laying and jointing G.I. Pipes with G.I. Spacials

of following diameters in proper position, grade and

alignment as directed byEngineer -in -charge including

conveyance fromstores to site of work, labour, giving

hydraulictesting, etc. complete.

200 mm. dia 8.00 M

150 mm. dia 8.00 M

100 mm. dia 8.00 M

80 mm. dia 51.00 M

9.00

Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of

following diameters in proper position, grade and alignment

as directed by Engineer-in-charge including conveyance

Item.No:7 :-

Item.No:8 :-

Item.No:9 :-

document.xls 5




from stores to site of work, labour, giving hydraulic testing

as per ISI code etc. complete. Including cost of jointing

materials.

R.C.C. NP3 class pipes 300mm. 24.00 M



10.00

Lowering, laying and jointing in position following C.I. / D/F

Reflex Valves, Butterfly Valves, Sluice Valves and Air

Valves including cot of all labour, jointing materials,

including nuts, bolts, and giving sastisfactory hydraulic

testing etc. complete.

Sluice valve 500mm dia 1.00 No.









Reflux valve 250mm dia 2.00 No.



Single acting Air Valve 40mm. Dia. 2.00 No.

Single acting Air Valve 25mm. Dia. 8.00 No.

11.00

Construction of values chamber in brick or bate stone

masonry, locally available in C.M. 1:6 foundation concrete

Item.No:10 :-

Item No:11 :-

document.xls 6




150mm. thick in C.C. 1:4:8 of trap matal of size 25mm. to

40mm. inside cement paster in C.M. 1:3 and cement

pointing out side in C.M. 1:3 and top covers of precast

R.C.C. slab 100mm. thick (with key hole, in two parts,

each with handles or M.S. bar) etc. complete as given

size Up to 1.00mt. depth from G.L. to pipe invert level

including complete civil works but excluding cost of

excavation and refilling. With cast in situ RCC slab in one

single piece with fixing of CI - MH frame & cover ( excl.

cost of CI- MH frame and cover ) with 23mm thick brick

masonary wall in C.M. 1: 6 with precast slab in two parts

15cm.

Size 0.60 X 0.60 X 1.00Mt. 29.00 No.

12.00 Item.No 12:-

Providing C.C. M:100 for encasing pipes using

trap metal size 12mm. To 50mm. Including

formwork, curing, consolidation etc. complete. 96.86 m3

13.00 Item.No 13:-

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuffas directed within a

radius of 3 Km. 13441.40 m3

14.00

Providing & supplying ISI mark G.I. Pipes with coupling of

following class and diameter including all taxes,


inspection charges,loading, unloading, conveyance to

departmental stores, stacking etc complete.

Item.No:14 :-

document.xls 7




200 mm. dia Medium Duty 8.40 M




15.00

Providing & supplying ISI standerd R.C.C. Pipes in

standerd length of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes,


inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc complete.

R.C.C. NP3 class pipes 300mm. 0.7 Kg / cm2 25.20 M




16.00 Item.No 16:-

Making job connection for old pipes in connecting the

pipeline with existing main and insertedof special incl.

cost of excavation cutting of pipes, dewatering testing

refitting etc. complete incl. all jointing materials etc.

complete Job work in cement joint only.

80 to 225mm dia. 36.00 No.

225 to 380mm dia. 8.00 No.

17.00 Item.No 17:-

Removing of existing pipeline incl. removal of specials,

valves jointing material icluding cartingand stacking of

Item.No:15 :-

document.xls 8




removed material from site of work to the departmental

store as directed excl. excavation and refilling.

400mm dia. A. C. Pressure Pipe 500.00 mt.



18.00 Item.No 18:-

Manufacture, supply and delivery of 80 mm to 700 mm

dia. Cast iron flange ended specials complete as per IS:

5531- 1977 (Part- I to III) or its latest revision if any

suitable for use with A.C. Pressure pipes manufactured as

per IS: 1592-1989 or its latest revision for various dia

meter and classes. Thedeliveryof specials is to be made

to GWSSB store or sites any where in Gujarat States

including all taxes, loading, carting, inspection charges

etc. comp.

Above 300mm dia. 7340.00 Kg.

Up to 300mm dia 77.00 Kg.

Total Amount in Figures Rs._______________________________________________________________

Total Amount in Words Rs.___________________________________________________________________________

______________________________________________________________________________________ Only.

Executive Engineer,

Public Health Works Division,

Gujarat W/S. & S. Board,

Nadiad.

document.xls 9

Special Repairs

PARIEJ REGIONAL WATER SUPPLY SCHEMETa. : Matar Dist. : Kheda

Const. R.C.C. U/G. Sump of different capacity @ Dethali, Bamangam & Chanor.

SCHEDULE -B - 2




1.00

Drilling 10 cm. dia. Bore hole collecting undistributed soil

sample for performing SPT test. Laboratory testing to

decide SBC of soil including mobilisation of plant/

machinary and submission of three sets report in details,

depth of bore hole 10.00 mt. minimum. 3.00 Job

2.00

Preparing structural design of RCC Under Ground /

Partially under ground / above high ground level Reservoir

of required capacity as per relevant I.S.s and constructing

the same, including excavation in all types of soil strata

(including rock) including shoring strutting if required, for

loose soil / to protect from collapse due to near by traffic

load, casting 100 mm thick P.C.C. leveling course in

M-10, Refilling the pit with proper soil and disposing of the

surplus stuff within a lead of 50 meters. Including cement

plaster in CM 1:2 with approved water proofing compound

to inside water touching surface to container. Including all

types of labour and material charges of lowering, laying,

erecting / hosting and jointing of pipe assembly to inlet,

outlet overflow, washout and bye pass arrangement as per

hydraulic design.

Providing and fixing accessories like MS / GI Ladder, CI

Manhole frame and cover, water level indicator, adequate

Item No. 1 :-

Item No. 2 :-

document.xls 10




cowl type ventilators or lantern type ventilator with

stainless steel jail.

B.B. Masonry chambers for valves. Providing and applying

three coats of cement paint / snowcem to the out side

face of structure. It also includes satisfactory water

tightness test as per relevant I.S. code and painting name

of scheme and capacity on the

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.Ss.

General Specifications:-

data of tender. If water depth is not specified the suitable

water depth / acceptable to field engineer in accordance

with hydraulic requirement shall be adopted for capacity.

shall be adopted in absence circular shape shall be

adopted.

area) at site / acceptable engineer in charge.

near by structure and proposed sump should be

considered.

to nearby existing structure. Compensation shall be paid

for the same by agency.

Item No. 2 :- Continued……..

(1) I.S. 3370, Part – 1 to 4, 1965 or latest revised.

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

(1) Water depth in container shall be adopted as per

(2) Shape of container (in plan) specified by in data

(3) Size shall be fixed as per availability of space (land

(4) Effect of overlapping of pressure bulbs on soil due

(5) Care shall be taken that no damage should occur

document.xls 11




confirming to I.S. 1786 / 1139 shall be considered in

design. CRS / TMT bars shall be provided. In saline

atmosphere corrosion resistance stainless steel / HCR

rebar shall be provided. Any other steel can be used with

approval of C.E./ in situation of non availability in market

without extra cost.

components shall be provided as per tender criteria /

specifications in absence as per I.S./ Std. practice of

G.W.S.S.B. Minimum dimensions specified for various

components in tender data / specifications shall be

provided without fail.

from SBC test report. In absence of report it shall be

referred from data sheet. If poor soil is found / water table

is met with during excavation SBC shall b e scientifically

ascertained and design shall be revise. No extra shall be

paid for increase in quantity.

specified in tender.

excavation making all arrangement when water table

meets within depth.

uplift due to ground water table specified in data or actual

ground water table meets with during excavation. No extra

shall be paid. If GWT / Uplift is mentioned in tender and

during excavation it dose not meet 7.5% rate shall be

reduced.

(6) The minimum concrete grade for RCC shall be M-25.

(7) HYSD Fe 415 / 500 grade reinforcing bars

(8) Minimum size (or thickness) of various

(9) The safe bearing capacity (SBC) shall be referred

(10) CI pipes and special shall only be used if type is not

(11) The rate shall include cost of dewatering during

(12) The structure shall be designed properly to resist

document.xls 12




than 2 meter above ground level.

good looking acceptable to authority.

above GL, water depth, F.B., size of member etc can be

permitted in exceptional case due to site condition or

hydraulic design requirement by C.E. No extra shall be

paid for change.

depth, reduction in size if permitted by competent

authority and if it reduces quantity then payment shall be

reduced prorate.

two or suitable compartments acceptable to executive

engineer shall be designed and provided.

consulting engineer for designing the structure and he /

she shall visit the site for guidance of work.

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work shall be

treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 19

are part and parcel of tender (contact) and

prevail over other provisions in tender.

For Designing and submitting design sets

(13) GI pipes railing shall be provided when sump is more

(14) Appearance of structure should be aesthetically

Item No. 2 :- Continued……..

(15) Any charge in size, shape, depth below GL, height

(16) Any charge in data, dimensions, shape, water

(17) When capacity of GSR / Sump is > 20 lakh liters

(18) Agency shall engage qualified (at least graduate)

(19) 75% part rate shall be payable for concrete,

document.xls 13




For 2,00,000 liters capacity ( Dethali ) 1.00 No.

For 1,00,000 liters capacity ( Bamangam ) 1.00 No.

Up to 50,000 liters capacity ( Chanor ) 30000.00 No.



______________________________________________________________________________________ Only.

Executive Engineer,



Nadiad.

document.xls 14

Special Repairs

PARIEJ REGIONAL WATER SUPPLY SCHEMETa. : Matar, Tarapur, Sojitra Dist. : Kheda

Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac. liter cap. 25.00Mt.Ht. at Luvakuva & Sayala.

SCHEDULE - B - 3




1.00

Demolation of existing scrape of staircase column and

steps in side the shaft up to plinth level, removing and

clearing the surface withot distrubing existing structure and

surroundings as directed. 2.00 Job.

2.00

Drilling holes in shaft wall at regular intervals for fixing M.S.

plates to support and spike the tie beams withot distrubing

and dammaging the existing structure and surroundings 400.00 Job.

3.00

Excavation fror foundation up to 1.50 mt. depth including

sorting out and stacking of useful materials and disposing

of the excavated stuff up to 50 mt. lead. In loose or soft soil

A) From G.L. to 1.50mt.depth. 11.80 M³

B) From 1.50mt to 3.00mt.depth. 5.20 M³

4.00

Providing & casting in situ mass cement concrete in grade

M:100 (approximate corresponding to proportion 1:3:6 )

using granite quartzite trap metal of size 12mm. to 25mm.

Including consolidating, curing etc. complete. 2.70 M³

Item No.1 :-

Item No.2 :-

Item No.3 :-

Item No.4 :-

document.xls 15




5.00

Providing & casting in situ mass C.C. in grade M:200

(approximate corresponding to proportion 1:1½:3) using

granite quartzite trap metal of size 12mm. to 20mm. and/or

6mm. to 12mm. Including scaffolding, centering, form work,

needle vibrated consolidating, curing, and hydraulic testing

etc. complete. (excluding cost of reinforce ment) up to

6.00mt. height from Av. G.L. for R.C.C. E.S.R.

a) Below G.L. to 6.00mt.height A.G.L.

1. Ladder Footing 0.48 M³

2. Tie Beam 2.00 M³

3. Staircase Column 1.00 M³

Above G.L. 6.00mt. to 9.00mt. height.










Item No.5 :-

document.xls 16












2. Cantilever Slab @ Step end 0.20 M³

6.00

Supplying, cutting, bending, binding, and placing in position

steel as per plan and design, and as per ISS 2502,

including cost of steel and binding wires for reservoirs only

including lift up to 6.00mt.ht.

A) Below G.L. to 6.00mt.height A.G.L. 4.40 Qt.

B) Above G.L. 6.00mt. to 9.00mt. height. 0.90 Qt.

C) Above G.L. 9.00mt. to 12.00mt. height. 1.70 Qt.

D) Above G.L. 12.00mt. to 15.00mt. height. 1.70 Qt.

E) Above G.L. 15.00mt. to 18.00mt. height. 0.90 Qt.

F) Above G.L. 18.00mt. to 21.00mt. height. 1.70 Qt.

Item No.6 :-

document.xls 17




G) Above G.L. 21.00mt. to 24.00mt. height. 0.40 Qt.

H) Above G.L. 24.00mt. to 27.00mt. height. 0.40 Qt.

I) Above G.L. 27.00mt. to 30.00mt. height. 0.40 Qt.

J) Above G.L. 30.00mt. to 33.00mt. height. 0.60 Qt.

7.00

R.C.C. circular spiral stair case with central circular column

in M.150 as per type design including mild steel

reinforcement centering curing form work and finishing with

scaffolding including providing and fixing balusters, hand

rails and necessary joints with columns at intervals of

2.5meter (work below ground level for column and footing

will be paid extra) for step of 80cm. radius and 20cms. rise. 316.00 No.

8.00

Purchasing & supplying at site of works, with Railway

freight, loading, unloading, carting etc. comp. such as

joints, channels, angles, iron rails etc.

M.S. Plate 600x600x8mm. size 6.90 Qtl.

9.00

Labour charges for lowering laying, fixing various size of

M.S. section such as joints channels, angles plates etc.

complete.

M.S. Plate 600x600x8mm. size 6.90 Qtl.

Item No.6 :- Continued……..

Item No.7 :-

Item.No:8 :-

Item.No:9 :-

document.xls 18




10.00

Brick work using common burnt clay building bricks having

crushing strength not less than 35 Kg/cm² in foundation

and plinth in cement mortar 1:6 (1 cement : 6 fine sand)

conventional 10.20 M³

11.00

Providing 15 mm. thick cement plaster in single coat on

brick/concrete wall for interior plastering up to floor two level

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

3 sand) including finishing with floating coat of neat cement

slurry. 71.40 M²

12.00

Providing and fixing M.S. grills of required pattern to

wooden frame of window etc. (iron doors, windows) with

M.S. flats at required speedings and frame alround squire

or round bars with rounded bolts and nuts or by screws

plain grill. 100.00 Kg.

13.00

Applying any approved quality of cement paint in three

coats including cleaning, washing etc. complete. For

E.S.R. only. 71.40 M²

14.00

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundation etc. in layers not

exceeding 20 cm. in depth consolidating each layer by

ramming and watering. 16.80 M³

Item.No:10 :-

Item No.11 :-

Item.No:12 :-

Item No.13 :-

Item.No:14 :-

document.xls 19




15.00

Providing and laying cement concrete flooring 1:2:4 ( 1

cement : 2 course sand : 4 graded stone aggregates 20

mm. nominal size) black stone laying in one layer finished

with floating coat of neat cement 50 mm. thick. 2.80 M²

16.00

Providing & fixing 50cm. wide M.S. ladder fabricated from

M.S. Flats 10mm. x 60mm. with 20mm. dia steel bar steps

@ 30cm. C/C The item include stays of 10mm. x 60mm.

flats fixed at 3 meter C/C. For Isarwada. 15.00 Mt.

17.00

Gunniting the surface in CM 1:2 having thickness of 40mm

to 50mm for beam, braces, column and container slab incl.

chiseling and scraping loose concrete cleaning the surface

with water and air under pressure and including providing

and fixing in position steel wire square mesh 75mm x

75mm as per IS 1966 - 1982 3.15mm Wt./Sq.mt. 1.64 Kg.

with spot welding wherever necessary with main

reinforcement incl. tying binding with wire incl. scaffolding

centering staging all eqipment and materials etc. complete

incl. labour and testing of the container. 57.00 m2



______________________________________________________________________________________ Only.

Item.No:15 :-

Item No:16 :-

Item.No:17 :-

document.xls 20




Executive Engineer,



Nadiad.

document.xls 21

Special Repairs


Constructing 3.00 x 3.00mt. Masonry Pump House @ Dethali, Bamangam, Chanor & Pariej

"SCHEDULE -B - 4




1.00

Excavation fror foundation up to 1.50 mt. depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 mt. lead. In

loose or soft soil 245.80 M³

2.00

Providing and laying cement concrete 1:3:6 ( 1 cement :

3 course sand : 6 hand broken stone aggregates 40 mm.

nominal size) and curing complete excluding cost of form

work in foundation and plinth. 60.60 M³

3.00

Brick work using common burnt clay building bricks

having crushing strength not less than 35 Kg/cm² in

foundation and plinth in cement mortar 1:6 (1 cement : 6

fine sand) conventional 232.10 M³

4.00

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundation etc. in layers not

exceeding 20 cm. in depth consolidating each layer by

ramming and watering. 105.20 M³

5.00

Item.No:1 :-

Item.No:2 :-

Item.No:3 :-

Item.No:4 :-

Item.No:5 :-

document.xls 22




Brick work using common burnt clay building bricks

having crushing strength not less than 35 Kg/cm² in

foundation and plinth in cement mortar 1:6 (1 cement : 6

fine sand) conventional including extra for super structure

above plinth level up to floor two level. 36.20 M³

6.00

Providing and fixing M.S. grills of required pattern to

wooden frame of window etc. (iron doors, windows) with

M.S. flats at required speedings and frame alround squire

or round bars with rounded bolts and nuts or by screws

plain grill. 800.00 Kg.

7.00

Providing and laying cement concrete 1:2:4 (1 cement : 2

course sand : 4 graded stone aggregate 20 mm. nominal

size) and curing complete excluding cost of form work

and reinforcement for reinforced cement concrete for 19.30 M³

copping.

8.00

Providing and laying ordinary cement concrete 1:2:4 (1

cement : 2 course sand : 4 graded stone aggregate 20

mm. nominal size) for R.C.C. linlet including finishing

smooth with curing etc. complete including the cost of

form work but excluding the cost of reinforcement for

reinforced cement concrete. 0.60 M³

9.00

Providing and laying cement concrete 1:2:4 (1 cement : 2

Item.No:5 :- Continued……..

Item.No:6 :-

Item.No:7 :-

Item.No:8 :-

Item.No:9 :-

document.xls 23




course sand : 4 graded stone aggregate 20 mm. nominal

size) for reinforsed concrete chhajja not exceeding 10

cm. thickness up to floor two level including finishing the

exposed surface with cement mortar 1:3 (1 cement : 3

fine sand) to give a smooth and even surface centering

and form work and curing complete excluding the cost of

reinforcement for reinforced cement concrete. 1.00 M³

10.00

Providing and laying ordinary cement concrete 1:2:4 (1

cement : 2 course sand : 4 graded stone aggregate 20

mm. nominal size) and finishing smooth with curing etc.

complete including the cost of form work but excluding

the cost of reinforcement for reinforced cement concrete

work in slab more than 10 cm. and up to 13 cm. 7.20 M³

thickness.

11.00

Providing mild steel reinfircement for R.C.C. wok

including bending & binding and placing in position

complete up to floor two level. 28.33 Qtl.

12.00

Providing and fixing 25mm. Thick shutter for cup board

etc. including anodised alluminium butt hinges with

necessary screws, indian teak wood including frame.

Fully panelled. 6.80 M²

13.00

Providing 15 mm. thick cement plaster in single coat on

brick/concrete wall for interior plastering up to floor two

Item.No:10 :-

Item.No:11 :-

Item.No:12 :-

Item.No:13 :-

document.xls 24




level finished even and smooth in cement mortar 1:3 (1

cement : 3 sand) including finishing with floating coat of

neat cement slurry. 1022.80 M²

14.00

Distempering (two coats) with oil bound washable

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade

over and including a primer coat with alkali resistance

primer of approved brand after throughly brushing the

surface to give an even shade free from mortar droppings

and other foreign matter and also including preparing the

surface even and smooth. 1818.00 M²

15.00

Providing and laying brick bats cement concrete 1:3:6 (1

cement : 3 course sand : 6 brick bats) and curing

complete excluding cost of form work in foundation and

plinth. 3.40 M³

16.00

Providing and laying cement concrete flooring 1:2:4 ( 1

cement : 2 course sand : 4 graded stone aggregates 20

mm. nominal size) black stone laying in one layer

finished with floating coat of neat cement 50 mm. thick. 36.00 M²

17.00

Providing & fixing A.C.Soil down take pipe with

necessary bands etc. complete 75 mm. thick. 8.00 M.

18.00

Item.No:14 :-

Item.No:15 :-

Item.No:16 :-

Item.No:17 :-

Item.No:18 :-

document.xls 25




Providing & fixing M.S. fan clamp of shape and size as

specified in existing R.C.C. slab including. cutting, fixing

and making good. 4.00 No.

19.00

Providing light point fitting using 0.12 mm² copper wire in

P.V.C. batten fitting incl. all specials, anchor or comet

make switches, plug point, two/ three pin comb. half

points with switching arrangement item also includes to

provide wiring from G.E.B. fuse to boards incl. main

switch, room fuse and blank sheet with board & full

earthing arrangement etc. complete. 20.00 Pt

20.00


freight, loading, unloading, carting etc. comp. such as

joints, channels, angles, iron rails etc.

M.S. Rails 200X100X6mm. size 14.85 Qtl.

21.00

Supplying at store or site of work C.I. Manhole frame and

covers light duty. 50 Kg. weight for water supply 140.00 Kg.

22.00

Fixing all types of C.I. frame and cover in C.C. 1:2:4

including carting etc. complete excluding cost of C.C. 4.00 No.

23.00


Item.No:19 :-

Item.No:19 :- Continued…….

Item.No:20 :-

Item.No:21 :-

Item.No:22 :-

Item.No:23 :-

document.xls 26




M.S. section such as joints channels, angles plates etc.

complete.

M.S. Rails 200x100x6mm. size 14.85 Qtl.

24.00

Filling in plinth and foundation with murrum or selected

soil in layers of 20 cm thick including watering, ramming

and consolidating etc. complete. 154.80 M³

25.00

Demolition of brick work and brick masonary including

stackiing of serviceable materials and disposal of

unserviceable materials with all lead and lift (i) in cement

mortar 41.20 m3

26.00

Demolition including stacking of serviceable materials

and disposal of unserviceable materials with all lead and

lift (i) R.C.C. work Slab/Beam 22.50 m3

27.00

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S. Laths inter-locked together

through their entire length and jointed together at the

ends by end locks mounted on specially designed pipe

shaft with bracket plates, guide channels and

arrangements for inside and outside locking with push

pull operation complete inclduing the cost of hood cover

and spring etc. complete. @ Pariej H/W store. (i)

Shutters having width above 3.5 M 12.60 m2

27b

Item.No:24 :-

Item No.25:-

Item No.26:-

Item No.27:-

Item No.27b:-

document.xls 27




Providing and fixing 27.5 cm long wire spring grade no. 2

of approved make for rolling shutters. 2.00 No.

27c

Providing and fixing hood cover for rolling shutters. (a)

Shutters having width 3.5 Meters & above 5.10 m2

28.00

Providing and laying cement concret 1:2:4 (1 cement : 2

coase sand : 4 Graded stone aggregrate 20mm nominal

size) and curing complete excluding cost of form work

and reinforcement for reinforced cement concrete work in

(a) Slabs, landing, shelves, balconies, lintles, beams

girders and cantiever up to floor two level 74.90 m3

29.00

Providing and fixing iron doors, windows & cupboards

etc. including using the frame of channels, angles and

flats and M.S. sheet as per design including riveting or

welding and fixing in concrete block including iron

fixtures and fastenings with one coat of primer etc.

comp. 403.00 Kg.

30.00

Supplying, cutting, bending, binding, and placing in

position steel as per plan and design, and as per ISS

2502,including cost of steel and binding wires for

reservoirs only including lift up to 6.00mt.ht. Using Mild

steel confirming to ISS 226 – 1962 or ISS 432 ( i ) or

latest 18.60 Qtl.

Item No.27c:-

Item No.28:-

Item No.28:- Continued……….

Item No.29:-

Item.No:30 :-

document.xls 28




31.00

Providing and fixing 1.20 metre high fencing with 2.0

metre long M.S. angle posts 40 mm x 40 mm x 6 mm

and oil painting 3 coats fixed at 2.5 m. c/c. with five

horizontal lines and two diagonals of galvanised steel

barbed wire weighing 9.38 Kg per 100 meter. Strained

and fixed to posts in ground with G.I. staples. 500.00 Rmt



______________________________________________________________________________________ Only.

Executive Engineer,



Nadiad.

Item.No:31 :-

document.xls 29

Special Repairs


Schedule - Abstract - Summary

Tender Cost In Rs.




1 Replacement of 400, 350 & 200mm dia A.C. Pressure

Pipeline.

2 Const. R.C.C. U/G. Sump of different capacity @

Dethali, Bamangam, & Chanor.

3 Constg. Starecase for R.C.C. Ele. Reser. of 3.00 Lac.

liter cap. 25.00Mt.Ht. at Luvakuva & Sayala.

4 Constructing 3.00 x 3.00mt. Masonry Pump House @

Dethali, Bamangam, Chanor & Pariej

Total

Add 1% Labour cess.

Total

Deputy Exe. Engineer,

Public Health Sani. Sub Division.,

Gujarat W/S & S Board

document.xls 30




Matar

Statement showing the details of Sub Estimate wise Quantity.

SCHEDULE - B - 1

Item Item Description Esti. - 1 Esti. - 2 Esti. - 3 Esti. - 4 Esti. - 5 Esti. - 6 Esti. - 7 Total

No. DTS DTS No. DTS No. DTS No. DTS No. DTS No. DTS No. Qty.

No.1900 1000 999 3718 3717 3719 2086

1.00 Item.No 1:-

Excavation for pipeline trenches incl. all safety provisions 3321 4813.45 3696.76 551.30 551.30 551.30 237 13722.11

In hard rock and/or C.C. or R.C.C. 46.20 30 76.20

2.00 Item.No 2:-

Providing and supplying HDPE specials suitable to HDPE

400mm dia HDPE Bend. 1 1.00

400mm dia HDPE Pipe End. 2 2.00

400mm dia M.S. Flange. 2 2.00

355mm dia HDPE Bend. 1 1 2.00

355mm dia HDPE Pipe End. 2 2 4.00

355mm dia M.S. Flange. 2 2 4.00

200mm dia HDPE Bend. 4 2 6.00

200mm dia HDPE Pipe End. 8 4 12.00

200mm dia M.S. Flange. 8 4 12.00

3.00

Providing and supplying at store or site of work including 0.00

300mm. dia. PVC Bend 2.00 2.00

300mm. dia. PVC Tailpiece 2.00 2.00

300mm. dia. M.S.Flange 2.00 2.00


200mm. dia. PVC tail piece with Flg. 4.00 4.00

200mm. dia. PVC tees 4.00 4.00

200mm dia PVC Saddle. 4.00 4.00

200mm. dia. PVC Coupler 10.00 10.00


160mm. dia. PVC tail piece with Flg. 6.00 6.00

160mm. dia. PVC tees 2.00 2.00

160mm dia PVC Saddle. 4.00 4.00

Item.No:3 :-



No.1900 1000 999 3718 3717 3719 2086

160mm. dia. PVC Coupler 15.00 15.00

110mm. dia. PVC Bend 6.00 3 9.00

110mm. dia. PVC tail piece with Flg. 4.00 4 8.00

110mm. dia. PVC tees 3.00 1 4.00

110mm dia PVC Saddle. 5.00 1 6.00

110mm. dia. PVC Coupler 10.00 5 15.00

90mm. dia. PVC bends 90 Degree ( H.D. Moulded ) 6 6 6 18.00

90mm. dia. PVC tail pieces 6 6 6 18.00

90mm. dia. PVC tees 2 2 2 6.00

90mm. Dia. PVC saddle 3 3 3 9.00

90mm. dia. PVC Couplar. 12 12 12 36.00

90mm. dia. PVC end caps 3 3 3 9.00

4.00 Item.No 4:-

Providing and supplying ISI mark CI D/F Sluice valves,

500mm dia C. I. Sluice Valve. PN 1.0 1 1.00

400mm dia C. I. Sluice Valve. PN 1.0 4 4.00

350mm dia C. I. Sluice Valve.PN 1.0 1 6 7.00

300mm dia C. I. Sluice Valve.PN 1.0 2.00 2.00

250mm dia C. I. Sluice Valve.PN 1.0 2 2.00

200mm dia C. I. Sluice Valve.PN 1.0 1.00 2 4 7.00

150mm dia C. I. Sluice Valve.PN 1.0 1.00 6 7.00

100mm dia C. I. Sluice Valve.PN 1.0 1.00 2 3.00

80mm dia C. I. Sluice Valve.PN 1.0 3.00 3 3 3 12.00

250mm dia C. I. Reflex Valve. 2 2.00



5.00

Providing and supplying C I Air Values of approved make &

Single acting Air Valve 40mm. Dia. S - 1 Type. 2.00 2.00

Single acting Air Valve 25mm. Dia. S - 1 Type. 5.00 1 1 1 8.00

6.00 Item.No 6:-

Item.No:5 :-



No.1900 1000 999 3718 3717 3719 2086

Lowering, laying and jointing HDPE pipes and specials of

400mm dia. H.D.P.E.. Pipe 500 500.00

355mm dia. H.D.P.E.. Pipe 250 250 500.00

200mm dia. H.D.P.E.. Pipe 2150 1000 3150.00

7.00

Lowering,laying & jointing pipe line with specials such as

315 mm. dia 6Kg/Cm² PVC pipes 250.00 250.00



110 mm. dia 6Kg/Cm² PVC pipes 1200.00 300 1500.00

90 mm. dia 6Kg/Cm² PVC pipes 700 700 700 2100.00

8.00

Lowering laying and jointing G.I. Pipes with G.I. Spacials

200 mm. dia 8.00 8.00

150 mm. dia 8.00 8.00

100 mm. dia 8.00 8.00

80 mm. dia 17 17 17 51.00

9.00

Lowering laying and jointing R.C.C. Pipes in C.M. 1:1½ of

R.C.C. NP3 class pipes 300mm. 24 24.00

R.C.C. NP3 class pipes 250mm. 24 24.00

R.C.C. NP3 class pipes 225mm. 24 12 12 12 60.00

10.00

Lowering, laying and jointing in position following C.I. / D/F

Sluice valve 500mm dia 1 1.00


Sluice valve 350mm dia 1 6 7.00



Sluice valve 200mm dia 1 2 4 7.00


Item.No:7 :-

Item.No:8 :-

Item.No:9 :-

Item.No:10 :-



No.1900 1000 999 3718 3717 3719 2086


Sluice valve 80mm dia 3 3 3 3 12.00

Reflux valve 250mm dia 2 2.00



Single acting Air Valve 40mm. Dia. 2 2.00

Single acting Air Valve 25mm. Dia. 5 1 1 1 8.00

11.00

Construction of values chamber in brick or bate stone

Size 0.60 X 0.60 X 1.00Mt. 15 4 4 4 2 29.00

12.00 Item.No 12:-

Providing C.C. M:100 for encasing pipes using 34 22.48 12 12 12 4.38 96.86

13.00 Item.No 13:-

Refilling the pipeline trenches incl. ramming, watering, 3281 4714.54 3571.16 390.6 390.6 390.6 234 12972.50

14.00

Providing & supplying ISI mark G.I. Pipes with coupling of

200 mm. dia Medium Duty 8.40 8.40



80 mm. dia Medium Duty 17 17 17 27.3 78.30

15.00

Providing & supplying ISI standerd R.C.C. Pipes in

R.C.C. NP3 class pipes 300mm. 0.7 Kg / cm2 25.20 25.20


R.C.C. NP3 class pipes 225mm. 0.7 Kg / cm2 12.6 12.6 12.6 37.80


16.00 Item.No 16:-

Making job connection for old pipes in connecting the

80 to 225mm dia. 10 4 4 4 4 4 6 36.00

225 to 380mm dia. 2 2 4 8.00

17.00 Item.No 17:-

Item No:11 :-

Item.No:14 :-

Item.No:15 :-



No.1900 1000 999 3718 3717 3719 2086

Removing of existing pipeline incl. removal of specials,

400mm dia. A. C. Pressure Pipe 500 500.00

350mm dia. A. C. Pressure Pipe 250 250 500.00

200mm dia. A. C. Pressure Pipe 2150 1000 3150.00

18.00 Item.No 18:-

Manufacture, supply and delivery of 80 mm to 700 mm

Above 300mm dia. 854 6486 7340.00

Up to 300mm dia 77 77.00

Statement showing the details of Sub Estimate wise Quantity. Statement showing the details of Sub Estimate wise Quantity.

SCHEDULE - B - 1 SCHEDULE - B - 1

Item Item Description Esti. - 1 Esti. - 2 Esti. - 3 Esti. - 4 Total Item

No. DTS DTS No. DTS No. DTS No. Qty. No.

No.4366 4365 2085 2086

1.00

1.00

Demolation of existing scrape of staircase column and 1.00 1.00 0.00 0.00 2.00 2.00

2.00

Drilling holes in shaft wall at regular intervals for fixing M.S. 200.00 200.00 0.00 0.00 400.00 3.00

3.00

Excavation fror foundation up to 1.50 mt. depth including 4.00

A) From G.L. to 1.50mt.depth. 5.90 5.90 0.00 0.00 11.80

B) From 1.50mt to 3.00mt.depth. 2.60 2.60 0.00 0.00 5.20 5.00

4.00

Providing & casting in situ mass cement concrete in grade 6.00

M:100 (approximate corresponding to proportion 1:3:6 ) 1.35 1.35 0.00 0.00 2.70

5.00 7.00

Providing & casting in situ mass C.C. in grade M:200

a) Below G.L. to 6.00mt.height A.G.L. 8.00

1. Ladder Footing 0.24 0.24 0.00 0.00 0.48

2. Tie Beam 1.00 1.00 0.00 0.00 2.00 9.00

3. Staircase Column 0.50 0.50 0.00 0.00 1.00

Above G.L. 6.00mt. to 9.00mt. height. 10.00

2. Tie Beam 0.25 0.25 0.00 0.00 0.50


1. Tie Beam 0.45 0.45 0.00 0.00 0.90


1. Tie Beam 0.45 0.45 0.00 0.00 0.90


1. Tie Beam 0.25 0.25 0.00 0.00 0.50


1. Tie Beam 0.45 0.45 0.00 0.00 0.90


Item No.1 :-

Item No.2 :-

Item No.3 :-

Item No.4 :-

Item No.5 :-



No.4366 4365 2085 2086

1. Tie Beam 0.05 0.05 0.00 0.00 0.10


1. Tie Beam 0.05 0.05 0.00 0.00 0.10


1. Tie Beam 0.05 0.05 0.00 0.00 0.10


1. Tie Beam 0.05 0.05 0.00 0.00 0.10

2. Cantilever Slab @ Step end 0.10 0.10 0.00 0.00 0.20 19.00

6.00

Supplying, cutting, bending, binding, and placing in position 20.00

A) Below G.L. to 6.00mt.height A.G.L. 2.20 2.20 0.00 0.00 4.40

B) Above G.L. 6.00mt. to 9.00mt. height. 0.45 0.45 0.00 0.00 0.90

C) Above G.L. 9.00mt. to 12.00mt. height. 0.85 0.85 0.00 0.00 1.70 21.00

D) Above G.L. 12.00mt. to 15.00mt. height. 0.85 0.85 0.00 0.00 1.70

E) Above G.L. 15.00mt. to 18.00mt. height. 0.45 0.45 0.00 0.00 0.90 22.00

F) Above G.L. 18.00mt. to 21.00mt. height. 0.85 0.85 0.00 0.00 1.70

G) Above G.L. 21.00mt. to 24.00mt. height. 0.20 0.20 0.00 0.00 0.40 23.00

H) Above G.L. 24.00mt. to 27.00mt. height. 0.20 0.20 0.00 0.00 0.40

I) Above G.L. 27.00mt. to 30.00mt. height. 0.20 0.20 0.00 0.00 0.40

J) Above G.L. 30.00mt. to 33.00mt. height. 0.30 0.30 0.00 0.00 0.60 24.00

7.00

R.C.C. circular spiral stair case with central circular column 158.00 158.00 0.00 0.00 316.00 25.00

8.00

Purchasing & supplying at site of works, with Railway 26.00

M.S. Plate 600x600x8mm. size 3.45 3.45 0.00 0.00 6.90

9.00 27.00


M.S. Plate 600x600x8mm. size 3.45 3.45 0.00 0.00 6.90 27b

10.00

Brick work using common burnt clay building bricks having 5.10 5.10 0.00 0.00 10.20

11.00 27c

Item No.6 :-

Item No.7 :-

Item.No:8 :-

Item.No:9 :-

Item.No:10 :-

Item No.11 :-



No.4366 4365 2085 2086

Providing 15 mm. thick cement plaster in single coat on 35.70 35.70 0.00 0.00 71.40

12.00 28.00

Providing and fixing M.S. grills of required pattern to 50.00 50.00 0.00 0.00 100.00

13.00 29.00

Applying any approved quality of cement paint in three 35.70 35.70 0.00 0.00 71.40

14.00 30.00

Filling available excavated earth (excluding rock) in 8.40 8.40 0.00 0.00 16.80

15.00 31.00

Providing and laying cement concrete flooring 1:2:4 ( 1 1.40 1.40 0.00 0.00 2.80

16.00

Providing & fixing 50cm. wide M.S. ladder fabricated from 0.00 0.00 0.00 15.00 15.00

17.00

Gunniting the surface in CM 1:2 having thickness of 40mm 0.00 0.00 57.00 0.00 57.00

Item.No:12 :-

Item No.13 :-

Item.No:14 :-

Item.No:15 :-

Item No:16 :-

Item.No:17 :-

Statement showing the details of Sub Estimate wise Quantity.

SCHEDULE - B - 1

Item Description Esti. - 1 Esti. - 2 Esti. - 3 Esti. - 4 Esti. - 5 Esti. - 6 Total

DTS DTS No. DTS No. DTS No. DTS No. DTS No. Qty.

No.3718 3717 3719 3720 2084 3721

Excavation fror foundation up to 1.50 mt. depth including 8.70 8.70 8.70 14.90 0 204.8 245.80

Providing and laying cement concrete 1:3:6 ( 1 cement : 2.00 2.00 2.00 3.40 51.20 60.60

Brick work using common burnt clay building bricks 6.30 6.30 6.30 12.30 11 42.20

Filling available excavated earth (excluding rock) in 7.60 7.60 7.60 7.60 74.80 105.20

Brick work using common burnt clay building bricks 9.05 9.05 9.05 9.05 189.00 225.20

Providing and fixing M.S. grills of required pattern to 100.00 100.00 100.00 100.00 400.00 800.00

Providing and laying cement concrete 1:2:4 (1 cement : 2 0.45 0.45 0.45 0.45 17.50 19.30

Providing and laying ordinary cement concrete 1:2:4 (1 0.15 0.15 0.15 0.15 0.60

Providing and laying cement concrete 1:2:4 (1 cement : 2 0.25 0.25 0.25 0.25 1.00

Providing and laying ordinary cement concrete 1:2:4 (1 1.45 1.45 1.45 2.85 7.20

Providing mild steel reinfircement for R.C.C. wok 1.90 1.90 1.90 2.80 19.83 28.33

Providing and fixing 25mm. Thick shutter for cup board 1.70 1.70 1.70 1.70 6.80

Providing 15 mm. thick cement plaster in single coat on 111.50 111.50 111.50 138.00 550.3 1022.80

Distempering (two coats) with oil bound washable 111.50 111.50 111.50 111.50 1372 1818.00

Item.No:1 :-

Item.No:2 :-

Item.No:3 :-

Item.No:4 :-

Item.No:5 :-

Item.No:6 :-

Item.No:7 :-

Item.No:8 :-

Item.No:9 :-

Item.No:10 :-

Item.No:11 :-

Item.No:12 :-

Item.No:13 :-

Item.No:14 :-

Item.No:15 :-



No.3718 3717 3719 3720 2084 3721

Providing and laying brick bats cement concrete 1:3:6 (1 0.85 0.85 0.85 0.85 3.40

Providing and laying cement concrete flooring 1:2:4 ( 1 9.00 9.00 9.00 9.00 36.00

Providing & fixing A.C.Soil down take pipe with 2.00 2.00 2.00 2.00 8.00

Providing & fixing M.S. fan clamp of shape and size as 1.00 1.00 1.00 1.00 4.00

Providing light point fitting using 0.12 mm² copper wire in 5.00 5.00 5.00 5.00 20.00


M.S. Rails 200X100X6mm. size 0.90 0.90 0.90 0.90 11.25 14.85

Supplying at store or site of work C.I. Manhole frame and 35.00 35.00 35.00 35.00 140.00

Fixing all types of C.I. frame and cover in C.C. 1:2:4 1.00 1.00 1.00 1.00 4.00


M.S. Rails 200x100x6mm. size 0.90 0.90 0.90 0.90 11.25 14.85

Filling in plinth and foundation with murrum or selected 154.8 154.80

Demolition of brick work and brick masonary including 41.2 41.20

Demolition including stacking of serviceable materials 22.5 22.50

Providing and fixing rolling shutters of approved make 12.6 12.60

Providing and fixing 27.5 cm long wire spring grade no. 2 2 2.00

of approved make for rolling shutters.

Item.No:16 :-

Item.No:17 :-

Item.No:18 :-

Item.No:19 :-

Item.No:20 :-

Item.No:21 :-

Item.No:22 :-

Item.No:23 :-

Item.No:24 :-

Item No.25:-

Item No.26:-

Item No.27:-

Item No.27b:-

Item No.27c:-



No.3718 3717 3719 3720 2084 3721

Providing and fixing hood cover for rolling shutters. (a) 5.10 5.10

Providing and laying cement concret 1:2:4 (1 cement : 2 74.9 74.90

Providing and fixing iron doors, windows & cupboards 403 403.00

Supplying, cutting, bending, binding, and placing in 18.6 18.60

Providing and fixing 1.20 metre high fencing with 2.0 500 500.00

metre long M.S. angle posts 40 mm x 40 mm x 6 mm

Item No.28:-

Item No.29:-

Item.No:30 :-

Item.No:31 :-

pariej final shedule - b

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