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

NAME OF WORK: PROVIDING AND LAYING NEW STORM WATER DRAINAGE LINE FROM GOPINATH AVENUE

TO SACCHIDANAND SOCIETY TO SAMA SPORTS COMPLEX.

Item Quantity Description Unit Estimated Rate Rate In Words Total Amount as per

Item Quantity Description Unit Estimated Rate Rate In Words Total Amount as per

No. estimated rates

1 230.00 Excavation in bituminous road as per required Cumt 288.65 Rupees Two

gradient and line of including safety provisions using Hundred Eighty

rails and stacking excavated stuff including up to all Eight and Piase

Sixty Five only

required 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-1]

GWSSB SOR 22-23/ P.NO.33/ I.NO.2B

2 1330.00 Excavation for pipe line trenches for water supply, Cumt 102.35 Rupees One

sewerage line, manhole etc. all with shoring and Hundred Two

struting if required as per required gradient and line and paise Thirty

including safety provisions using site rails and

stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and

strata as specified. 0.00 to 1.50 mt. depth.(GWSSB

SOR 22-23/Part 1 & 2 B/ P.NO.32/ I.NO.1(a)(1A.1),

(1A.2), (1A.3) (a).[As per ARC Item No-3a]

(GWSSB SOR 22-23/Part 1 & 2 B/ P.NO.32/ I.NO.1(a)(1A.1),

3 70.00 Excavation for pipe line trenches for water supply, Cumt 112.70 Rupees One

sewerage line, manhole etc. all with shoring and Hundred Twelve

struting if required as per required gradient and line and paise

including safety provisions using site rails and

stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and

strata as specified. 1.50 to 3.00 mt. depth.

depth.(GWSSB SOR 22-23/Part 1 & 2 B/ P.NO.32/

I.NO.1(a)(1A.1), (1A.2), (1A.3) (a).[As per ARC Item

GWSSB SOR 22-23/Part 1 & 2 B/ P.NO.32/ I.NO.1(a)(1A.1),

4 30.00 Providing and casting in grade M-15 Cumt 5441.80 Rupees Five

(proportions as per mixdesign or as per table 9 Thousands Four

of IS 456 2000 in masses by weigh batching) Hundred Fourty

using granite, quartzite trap bmetal of size 6 mm One and Paise

to 20 mm for RCC work, including scaffolding, Eighty Only

centering,form work,needle vibrated

consolidation ,curing comp. up to 6 meter depth

or height (excluding cost of reinforcement and

neat finishing ) with centering and shuttering

etc. comp. for structure for other than water

retaining. 1) Footing (without form

work)(GWSSB SOR 22-23/Sec.

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

GWSSB SOR 22-23/Sec. 1.C/P.NO.43/I.NO.3

5 122.00 Brickwork using common burnt clay building Cumt 4011.66 Rupees Four

bricks having crushing strength not less than Thousands Eleven

35 kg./Sq.cm. in foundation and plinth in cement and Paise Sixty Six

mortar 1:5 (1-cement : 5 - fine sand) (A) Only

Conventional (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]

R & B SOR-21-22/ Ch.6/ P.NO.77/Item No-6.12/ Item code.

06001BA) (Upto 10 ton)

6 200.00 Providing 10mm thick cement plaster in single Sqmt 140.18 Rupees One

coat on brick/concrete walls for interior Hundred Fourty

plastering upto floor two level and finished even and Paise Eighteen

and smooth in. (i)cement mortar 1:3 (1 Only

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 No: 8]

(R&B SOR-21-22 / Ch.17 /P.No.150, I.No.17.58,Item Code-

7 760.00 Extra lead for transportation of surplus stuff Cumt 81.65 Rupees Eighty One

spreading or stacking as directed (removal of and Paise Sixty Five

excavated stuff from site of U/G sump sewage Only

pumping station, filter plant etc. completed as per

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

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

(GWSSB SOR 14-15/Sec.-D/P. NO.143/ I.NO.14(i))

8 640.00 Refilling the pipeline trenches incl. ramming, Cumt 25.30 Rupees Twenty

watering , consolidating disposal of surplus stuff as Five and Paise

directed within VMC limit.(GWSSB SOR 22- Thirty Only

23/Labour/Part-1 & 2B/P. NO.40/ I.NO.14(i)) + 15%

[As per ARC Item No: 14]

GWSSB SOR 22-23/Labour/Part-1 & 2B/P. NO.40/ I.NO.14(i)

9 22.00 Providing and cast in situ c.c. in grade M-25 Cumt 7710.75 Rupees Seven

proportions of ingredients as per mix design by Thousand Seven

weigh batching using granite, quartzite trap metal of Hundred Ten

size 12 mm to 20 mm and or 6 mm to 12 mm

Seventy Five Only

including scaffolding centering formwork ,needle

vibrated consolidation , curing and hydraulic testing

etc. complete (excluding cost of reinforcement) upto

6 meter height/ depth Av. G.L. for all water retaining

structures. For Bottom Slab/ Floor Slab/ Slab

(without shuttering)(GWSSB SOR : 22-23 / Sec.-1,

P.No.44, I.No.(6) + 15%[As per ARC Item No: 16 a]

GWSSB SOR : 22-23 / Sec.-1, P.No.44, I.No.(6)

10 1.30 Supplying cutting, bending,binding and placing in MT 89129.60 Rupees Eighty Nine

position steel as per plan and design and as per ISS Thousands One

2502 including cost of steel and binding wire for Hundred Twenty

reserviors/structures only including lift up to

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

GWSSB SOR 22-23/Sec.-1C / P.NO.45 /I.NO.9 (9.4)

11 430.00 Providing and supplying ISI standard R.C.C pipes( of Rmt 3601.00 Rupees Three

sulphate resisting cement) in standard lengths of Thousands Six

following class and diameter suitable for either Hundred One Only

collar joints or rubber ring joints including all taxes

insurance, transportation,freight charges,

octroi,inspection 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 f]

(GWSSB SOR 22-23/I.No.10.1 (d)) P.No.15)

12 430.00 Lowering, laying and jointing R.C.C pipes in C.M. 1:1 Rmt 391.00 Rupees Three

1/2 of following diameters in proper position,grade Hundred Ninghty

and alignment as directed by Engineer- in - charge One Only

including conveyance from stores to site of

work,labour, giving hydraulic testing 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: 28 f]

(GWSSB SOR 22-23/Labour/Part 1&2B/P.NO.39

13 40.00 Providing and supplying ISI standard R.C.C pipes( of Rmt 1361.00 Rupees One

sulphate resisting cement) in standard lengths of Thousand Three

following class and diameter suitable for either Hundred Sixty One

collar joints or rubber ring joints including all taxes

insurance, transportation,freight charges,

octroi,inspection 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]

(GWSSB SOR 22-23/I.No.10.1 (d)) P.No.15)

14 40.00 Lowering, laying and jointing R.C.C pipes in C.M. 1:1 Rmt 196.65 Rupees One

1/2 of following diameters in proper position,grade Hundred Ninghty

and alignment as directed by Engineer- in - charge Six and Paise Sixty

including conveyance from stores to site of

work,labour, giving hydraulic testing 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: 28 b].

GWSSB SOR 22-23/Labour/Part 1&2B/P.NO.39 / I.NO.11/11b)

15 100.00 Providing and supplying ISI marked only standard Rmt 179.00 Rupees One

length stoneware pipes in standard lengths of Hundred Seventy

following class and diameter including all taxes, Nine Only

insurance, freight charges, octrol, inspection

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

(GWSSB SOR 22-23/ I.No.11 (11.2)/1&2/P.No.17

16 100.00 Lowering, laying and jointing Stone ware pipes of Rmt 101.40 Rupees One

following diameters with cement joints in C.M. 1:1 Hundred One and

proportion , grade and alignment as directed by Paise Fourty Only

engineer-in-charge including conveyance from

stores to site of work, jointing material etc. comp. 2)

150 mm dia. Pipe(GWSSB SOR 22-23/Part 1 &

2B/P.No.40 / I.No.12) (2 & 3) + 15%[As per ARC Item

(GWSSB SOR 22-23/Part 1 & 2B/P.No.40 / I.No.12)

17 100.00 Providing laying and jointing in true line and level 15 Rmt 71.93 Rupees Seventy

mm dia. U.P.V.C. pipe (SCH-40) for cold water One and Paise

including fittings make Ninghty Three Only

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 fittings etc. including testing 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

(R&B SOR 21-22/P.No.197/Item code.23061)

18 35.00 SFRC storm water frame square in shape shall be Nos 677.97 Rupees Six

made from M-30 grade concrete as per attached Hundred Seventy

drawing and Specifacations. ( central store appoved Seven Paise Nighty

rate by resolution no. 02/21-22) 1. Frame over all

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

:- 900 mm x 900 mm 3. Frame thickness :-

165 mm 4. Greeting over all size :- 730 mm x

mm at bottom level 740 x 740 mm at top level

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 grating and all four sides of

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

per ARC Item No: 30A]

[As per SWD NZ ARC Item No: 30A]

19 35.00 SFRC storm water drain grating.[As per ARC Item No: Nos 932.20 Rupees Nine

30B] Hundred Thirty

[As per SWD NZ ARC Item No: 30B]

20 230.00 Providing & laying compacted Granual Sub Base Cumt 1027.00 Rupees One

(GSB) in required layer by providing course graded Thousand Twenty

material (Grading V) using river bed material such as Seven Only

unscreened gravel (CBR More than 30%) including

soaring,watering, consolidation by vibratory roller

etc. complete.[As per ARC Item No: 39]

As per SWD NZ ARC Item No: 39]

21 230.00 Providing and laying compacted machine crushed Cumt 1466.00 Rupees One

black stone aggregates (of sevaliya/Timba Area) wet Thousand Four

mix macadam (W.M.M) in the material with water to Hundred Sixty Six

OMC in mechanically mix (pug mill) carriage of mix

materials tipper to site laying with motor grader,

spreading and compacting in sub base, base course

on well prepared under sub base, base course on

well prepared under base of compacting power

vibrator roller to achieve the desired density

(Mechanically Laid) [As per ARC Item No: 40]

[As per SWD NZ ARC Item No: 40]

VADODARA MUNICIPAL CORPORATION

NAME OF WORK:PROVIDING AND LAYING NEW STORM WATER DRAINAGE LINE FROM GOPINATH AVENUE

TO SACCHIDANAND SOCIETY TO SAMA SPORTS COMPLEX.

Ite Quantit Description Unit Estimated Rate In Total Amount as

Ite Quantit Description Unit Estimated Rate In Total Amount as

VADODARA MUNICIPAL CORPORATION

NAME OF WORK:PROVIDING AND LAYING NEW STORM WATER DRAINAGE LINE FROM GOPINATH AVENUE TO SACCHIDANAND

SOCIETY TO SAMA SPORTS COMPLEX.

Ite Quantit Description Unit Estimated Rate In Words Total Amount as

Ite Quantit Description Unit Estimated Rate In Words Total Amount as

Amount in Word|:

Rupees THIRTY SIX LACS NINTY EIGHT THOUSAND SIX HUNDRED NINETY TWO Only

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

mentioned above. Amount of my /our tender works out as under.

IF TENDER IS BELOW IF TENDER IS ABOVE

1) Put on 36,98,692.00 1) Put on Tender

2] Deduct Rs. 2] Add % above Rs.

3] Net Amount Rs. 3] Net Amount of tender Rs.

4] Amount in 4] Amount in Words

Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Note-3 Rates quoted include clearance of site (prior commencement of work and at its close)in all respects and hold good for work under all conditions, site,

Note-4 To be continued on additional sheets, if found necessary.