PROVIDING AND LAYING NEW STORM WATER DRAINAGE LINE FROM GOPINATH AVENUE TO SACCHIDANAND SOCIETY TO SAMA SPORTS COMPLEX.

PROVIDING AND LAYING NEW STORM WATER DRAINAGE LINE

FROM GOPINATH AVENUE TO SACCHIDANAND SOCIETY TO

SAMA SPORTS COMPLEX.

VOLUME – II Financial BID

VADODARA MUNICIPAL CORPORATION ENGINEERING

DEPARTMENT- North Zone

Name of Projects: PROVIDING AND LAYING NEW STORM

WATER DRAINAGE LINE FROM GOPINATH AVENUE TO

SACCHIDANAND SOCIETY TO SAMA SPORTS COMPLEX.

Sr. DESCRIPTION Unit Quantity Rate Amount

Excava on in bituminous road as per

required gradient and line of including

safety provisions using rails and stacking

excavated stuff including up to all required Cumt 230.00 288.65

lead cleaning the site etc. comp. for all

specified.(GWSSB SOR 22-23/ P.NO.33/

I.NO.2B + 15% Added [As per ARC Item No-

Excava on for pipe line trenches for water

supply, sewerage line, manhole etc. all

with shoring and stru ng if required as per

required gradient and line including safety

provisions using site rails and stacking Cumt 1330.00 102.35

excavated stuff including up to all required

lead cleaning the site etc. complete for all

li s and strata as specified. 0.00 to

mt. depth.(GWSSB SOR 22-23/Part 1 &

(a).[As per ARC Item No-3a]

Excava on for pipe line trenches for water

supply, sewerage line, manhole etc. all

with shoring and stru ng if required as per

required gradient and line including safety

provisions using site rails and stacking Cumt 70.00 112.70

excavated stuff including up to all required

lead cleaning the site etc. complete for all

li s and strata as specified. 1.50 to

mt. depth. depth.(GWSSB SOR 22-23/Part

(1A.3) (a).[As per ARC Item No-3b]

4 Item no-4Providing and cas ng in grade

M-15 (propor ons as per mixdesign or as

per table 9 of IS 456 2000 in masses by

weigh batching) using granite, quartzite

trap bmetal of size 6 mm to 20 mm for RCC

work, including scaffolding, centering,form

work,needle vibrated consolida on ,curing

comp. up to 6 meter depth or height Cumt 30.00 5441.80

(excluding cost of reinforcement and neat

finishing ) with centering and shu ering

etc. comp. for structure for other than

water retaining. 1) Foo ng (without form

work)(GWSSB SOR 22-23/Sec.

1.C/P.NO.43/I.NO.3 + 15%[As per ARC Item

Brickwork using common burnt clay

building bricks having crushing strength

not less than 35 kg./Sq.cm. in founda on

and plinth in cement mortar 1:5 (1-cement Cumt 122.00 4011.66

: 5 - fine sand) (A) Conven onal (R & B

SOR-21-22/ Ch.6/ P.NO.77/Item No-6.12/

Item code. 06001BA) (Upto 10 ton) + 1% LC

[As per ARC Item No: 7]

Providing 10mm thick cement plaster in

single coat on brick/concrete walls for

interior plastering upto floor two level and Sqmt 200.00 140.18

finished even and smooth in. (i)cement

mortar 1:3 (1 cement:3 sand) (R&B SOR-

21-22 / Ch.17 /P.No.150, I.No.17.58,Item

Code-17001A) + 1% LC[As per ARC Item

Extra lead for transporta on of surplus

stuff spreading or stacking as directed

(removal of excavated stuff from site of

U/G sump sewage pumping sta on, filter Cumt 760.00 81.65

plant etc. completed as per Instruc ons.

1. upto 5 km.(GWSSB SOR 14-15/Sec.-D/P.

NO.143/ I.NO.14(i)) +15%[As per ARC Item

Refilling the pipeline trenches incl.

ramming, watering , consolida ng disposal

of surplus stuff as directed within VMC Cumt 640.00 25.30

limit.(GWSSB SOR 22-23/Labour/Part-1 &

2B/P. NO.40/ I.NO.14(i)) + 15% [As per ARC

Providing and cast in situ c.c. in grade M-

25 propor ons of ingredients as per mix

design by weigh batching using granite,

quartzite trap metal of size 12 mm to

mm and or 6 mm to 12 mm including

scaffolding centering formwork ,needle

vibrated consolida on , curing and Cumt 22.00 7710.75

hydraulic tes ng etc. complete (excluding

cost of reinforcement) upto 6 meter

height/ depth Av. G.L. for all water

retaining structures. For Bo om Slab/

Floor Slab/ Slab (without

shu ering)(GWSSB SOR : 22-23 / Sec.-1,

P.No.44, I.No.(6) + 15%[As per ARC Item

Supplying cu ng, bending,binding and

placing in posi on steel as per plan and

design and as per ISS 2502 including cost

of steel and binding wire for MT 1.30 89129.60

reserviors/structures only including li up

to 6 meter height or depth below G.L. for

all diameters. Do - deformed (TMT) bars

confirming to relevant IS Fe-500 grade for

all diameters.(GWSSB SOR 22-23/Sec.-1C /

P.NO.45 /I.NO.9 (9.4) + 15%[As per ARC

Providing and supplying ISI standard R.C.C

pipes( of sulphate resis ng cement) in

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes

insurance, transporta on,freight charges,

octroi,inspec on charges, Rmt 430.00 3601

loading,unloading,conveyance to

deaprtment stores, stacking etc. complete

(IS-458/1989)(Providing NP3 class spigot

and socketed joint pipe on site.) 8)

mm dia. Pipe ( Horizontal Cast) (GWSSB

SOR 22-23/I.No.10.1 (d)) P.No.15) [As per

ARC Item No:27 f]

Lowering, laying and join ng R.C.C pipes in

C.M. 1:1 1/2 of following diameters in

proper posi on,grade and alignment as

directed by Engineer- in - charge including

conveyance from stores to site of Rmt 430.00 391

work,labour, giving hydraulic tes ng as per

ISI code. (Laying of NP2/NP3/NP4 class RCC

Pipe) 900 mm dia. Pipe (GWSSB SOR 22-

23/Labour/Part 1&2B/P.NO.39 /

I.NO.11/11b) + 15%.[As per ARC Item No:

Providing and supplying ISI standard R.C.C

pipes( of sulphate resis ng cement) in

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes

insurance, transporta on,freight charges, Rmt 40.00 1361

octroi,inspec on charges,

loading,unloading,conveyance to

deaprtment stores, stacking etc. complete

(IS-458/1989)(Providing NP3 class spigot

and socketed joint pipe on site.) 8)

mm dia. Pipe ( Horizontal Cast) (GWSSB

SOR 22-23/I.No.10.1 (d)) P.No.15) [As per

ARC Item No:27 b]

Lowering, laying and join ng R.C.C pipes in

C.M. 1:1 1/2 of following diameters in

proper posi on,grade and alignment as

directed by Engineer- in - charge including

conveyance from stores to site of Rmt 40.00 196.65

work,labour, giving hydraulic tes ng as per

ISI code. (Laying of NP2/NP3/NP4 class RCC

Pipe) 450 mm dia. Pipe (GWSSB SOR 22-

23/Labour/Part 1&2B/P.NO.39 /

I.NO.11/11b) + 15%.[As per ARC Item No:

Providing and supplying ISI marked only

standard length stoneware pipes in

standard lengths of following class and

diameter including all taxes, insurance,

freight charges, octrol, inspec on Rmt 100.00 179

charges,loading, unloading, conveyance to

departmental stores, stacking

etc.complete.(IS- 651/1989) Class AA 2)

150 mm dia. Pipe (GWSSB SOR 22-23/

I.No.11 (11.2)/1&2/P.No.17 [As per ARC

Lowering, laying and join ng Stone ware

pipes of following diameters with cement

joints in C.M. 1:1 propor on , grade and

alignment as directed by engineer-in- Rmt 100.00 101.40

charge including conveyance from stores

to site of work, join ng material etc. comp.

2) 150 mm dia. Pipe(GWSSB SOR 22-

15%[As per ARC Item No:27 b]

Providing laying and join ng in true line

and level 15 mm dia. U.P.V.C. pipe (SCH-40)

for cold water including fi ngs make Rmt 100.00 71.93

PRINCE/SUPREME/ASTRAL/FINOLEX or

equivalent as approved by Engineer in

Charge.Pipe shall be fixd on the wall with

the help of clamp at every twometre C/C

or shall be concelled as directed including

necessary fi ngs etc. including tes ng of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

materials.((R&B SOR 21-22/P.No.197/Item

code.23061) + 1% LC [As per ARC Item No:

SFRC storm water frame square in shape

shall be made from M-30 grade concrete

as per a ached drawing and

Specifaca ons. ( central store appoved rate

by resolu on no. 02/21-22) 1. Frame over

all opening :- 600 mm x 600 mm 2. Frame

over all size :- 900 mm x 900 mm

Frame thickness :- 165 mm 4. Nos 35.00 677.97

Gree ng over all size :- 730 mm x

mm at bo om level 740 x 740 mm at top

level 5. Holes :-it has 16 numbers (4x4) of

holes with size of 75 mm x 75 mm 6. M.S.

flat of size 90 x 2 mm is welded to all side

of gra ng and all four sides of frame shall

be welded by flat of 25 x 3 mm size.[As per

ARC Item No: 30A]

SFRC storm water drain gra ng.[As per ARC Nos 35.00 932.20

Providing & laying compacted Granual Sub

Base (GSB) in required layer by providing

course graded material (Grading V) using

river bed material such as unscreened Cumt 230.00 1027

gravel (CBR More than 30%) including

soaring,watering, consolida on by

vibratory roller etc. complete.[As per ARC

Providing and laying compacted machine

crushed black stone aggregates (of Cumt 230.00 1466

sevaliya/Timba Area) wet mix macadam

(W.M.M) in the material with water to

OMC in mechanically mix (pug mill)

carriage of mix materials pper to site

laying with motor grader, spreading and

compac ng in sub base, base course on

well prepared under sub base, base course

on well prepared under base of

compac ng power vibrator roller to

achieve the desired density (Mechanically

Laid) [As per ARC Item No: 40]

I/We am/are willing to carry out the work at… ....................... % above/below percent

(Should be written in figures and words) of the estimated rate mentioned above. Amount

of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ………% below Add ………% Above

In words In words