Notified Yojna 2025-26. Package for work (1) Providing Gutter line at Mistri faliya to towards Braman faliya At Village Damka Ta. Choryasi Dist. Surat. (2) Providing Gutter line In Notified Scheme at Khobra faliya to braman faliya to towards Tena highway joining At Village Damka Ta. Choryasi Dist. Surat. (3) Providing Gutter line Network at Nagar Faliya Water Sump to towards Nagar Faliya khadi At Village Damka Ta. Choryasi Dist. Surat.

Name of work :- Package for work (1) Providing Gutter line at Mistri faliya to towards Braman faliya At Village Damka Ta.

Choryasi Dist. Surat. (2) Providing Gutter line In Notified Scheme at Khobra faliya to braman faliya to towards Tena highway

joining At Village Damka Ta. Choryasi Dist. Surat. (3) Providing Gutter line Network at Nagar Faliya Water Sump to towards

Nagar Faliya khadi At Village Damka Ta. Choryasi Dist. Surat.

: : BILL OF QUANTITY : :

Estimated Total amount

Estimated Total amount

Sr. No. Item of work but may Unit

be more estimated

or less Rate quantities.

1 Carry out Topographical Level Survey with Total Station, Soil 3.00 Job 18382.00

Investigation, Detailed Survey Work, Preparation of

Construction Drawings with Level, Longitudinal Sections,cross

sections, etc complete for Drainage line Network. Both Side

TBM Markings on Site on Permenant Structure, as per the

requirement and getting approval of the same from Executive

Engineer & submitting the drawings in both hard and soft copy.

2a Excavation for foundation upto 1.5 m depth including sorting out 5230.50 Cum 122.94

and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil. A)

Upto 1.50 mt. dpt. From G.L.

2b Excavation for foundation upto 1.5 m depth including sorting out 1743.50 Cum 136.47

and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil. B)

to 3.00 mt. Depth

3 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 348.70 cum 3741.69

Coarse sand : 4- graded stone aggregates 20 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

4a Lowering,laying and jointing R.C.C Pipes in C.M 1:1 1/2 Of 2490.00 Rmt 230.28

following diameter in proper position, grade and alignment at all

level as directed by Engineer In charge including conveyance

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

ISI Code. (a) dia 600 mm

4b Lowering,laying and jointing R.C.C Pipes in C.M 1:1 1/2 Of 680.00 Rmt 343.40

following diameter in proper position, grade and alignment at all

level as directed by Engineer In charge including conveyance

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

ISI Code. (b) dia 900 mm

5a Providing and supplying ISI Standard R.C.C. pipes(of Sulphate 2490.00 Rmt 1965.46

Resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges,n

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. Note : One collar should be

supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied

with each full length socketed pipe, cost included in rates

below. (b) 600 mm dia Class NP3 Test Pressure 0.7 Kg/sq. cm.

Internal Diameter

5b Providing and supplying ISI Standard R.C.C. pipes(of Sulphate 680.00 Rmt 3637.01

Resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges,n

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. Note : One collar should be

supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied

with each full length socketed pipe, cost included in rates

below. (C) 900 mm dia Class NP3 Test Pressure 0.7 Kg/sq. cm.

Internal Diameter

6 Refilling the pipeline trenches with selected soil incl. ramming, 4680.00 Cum 176.75

watering, consolidating desposal of surplus stuff as directed

within a radius of 3 km.Refilling as directed 1) Refilling as

directed 2) do with selected soil brought from outside including

7 Providing and constructing rectangular brick masonary 63.00 Nos. 8001.22

chamber for house connection as per type design in brick

masonary in C.M 1:3 Including M-100 In foundation M-150

Benching inside plastering in C.M 1:3 and outside plastering in

C.M 1:3 Coping in M-200 and fixing RCC Precast manhole

frame and covers , but Excluding supply of manhole and cover

8A Add or Deduct Extra Depth beyond 1.50 mtr As per on site 53.00 Rmt 4620.75

situation. Construction of brick masonary (fly ash /convetional)

circular chamber avg. 1.0 mt deep As per the drawings

provided by Engineer in charge provided with precast R.C.C

perforated cover also providing in side and outside plastering

of CM 1:3 etc.complete as per the drawings provided.(A)

Diduction 600 mm dia (NP3 Class)

8B Add or Deduct Extra Depth beyond 1.50 mtr As per on site 15.00 Rmt 4043.03

situation. Construction of brick masonary (fly ash /convetional)

circular chamber avg. 1.0 mt deep As per the drawings

provided by Engineer in charge provided with precast R.C.C

perforated cover also providing in side and outside plastering

of CM 1:3 etc.complete as per the drawings provided.(B)

Diduction 900 mm dia (NP3 Class)

9A Construction of brick masonary (fly ash /convetional) circular 99.00 Nos. 9941.25

chamber avg. 1.5 mt deep As per the drawings provided by

Engineer in charge provided with SFRC precast perforated

cover also providing in side and outside plastering of CM 1:3

9B etc.complete

Construction ofas brick

per the drawings (fly

masonary provided.Add or Deduct

ash /convetional) As

circular 30.00 Nos. 9094.04

chamber avg. 1.5 mt deep As per the drawings provided by

Engineer in charge provided with SFRC precast perforated

cover also providing in side and outside plastering of CM 1:3

10 etc.complete of

Consructing as granular

per the drawings

sub-baseprovided.Add or DeductBlast

Gr-II by providing As 279.70 Cum 710.03

furnance Steel Slag as aggregate and Fine aggregate machine

crushed stone aggregate satisfying MOST specification of

grading II including spreading in uniform layer with motor grader

Providing surface,

and laying mixing

cementbyconcrete

mix in place method

coarse sand : 8- hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth

12 Providing and fixing pre-cast Rubber Dye / steel Dye inter 637.00 Sqmt 706.93

locking concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

13 Brick work using common burnt clay building bricks having 7.25 Cum 4317.40

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:8 (1- Cement : 8 -fine sand) (C) Fly

14 Dewatering in all sorts of soil murrum,hard murrum and 4542.00 Cum 17.17

boulders, soft rocks,hard rocks, upto 1.50 mtr Depth From

GL.1) In all sorts of soil and soft murrum , hard murrum , and

boulders , soft rocks,hard rocks, upto 1.50 mtr depth from GL

15 Providing and casting in situ ordinary Cement concrete M-150 97.20 Cum 4338.97

for R.C.C. solid slab including centering, scaffolding curing and

finishing complete.

16 Refixing Paver Block M-300 Grade 60mm thick including 35 1930.00 Sqmt 414.10

mm Sand layer for levelling and filling the joint with sand in

proper line and level

17 Installation of RCC pipe by Manual Pipe Jacking method 20.00 Rmt 14089.50

including making entry and exit pits with RCC shaft up to 3mtr

depth, all related civil works like excavation, shoring /shuttering,

etc. manual shielded excavation, lowering of pipe segments in

the jacking pit, laying and jointing of product pipeline through

jacking process from the jacking pit/RCC shaft after the project

completion as per the instructions of the Engineer in charge all

complete except the cost of pipe including all civil work with

Dewatering,removing and shifting of muct etc.(as perscope of

work). For Pipe Dia From 750mm to 900mm dia.

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be written in

figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs 15630732.51 Put to tender

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..

Net Rs. …………………….… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

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Note :- 2 All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

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Note :- 3 Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

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

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Signature of the contractor Executive Engineer

Panchayat ( R & B) Division