Notified Yojna 2025-26, Package for work (1) Providing and Fixing Paver Block in Aahir vas Faliya At Village Damka, Ta.Choryasi ,Dist.Surat (2) Providing and Fixing Paver Block both side of road in Khobra Faliya At Village Damka, Ta.Choryasi ,Dist.Surat. (3) Providing and Fixing Paver Block in Nagar Faliya At Village Damka, Ta.Choryasi ,Dist. Surat. (4) Providing and Fixing Paver Block in Medi Faliya At Village Damka, Ta.Choryasi, Dist. Surat. (5) Construction of Compound wall at periphery of Samaj Bhavan Hall in Village Suvali Tal:- Choryasi, Dist:- Surat. (6) Providing Protection wall work to prevent erosion of roadside in Tekra Faliya from Ratanbhai Mangabhai Ahir House towards Natvarbhai Jagabhai Ahir Joining Farm Ta.-Choryasi, Dist. Surat.

Name of work :- Package for work (1) Providing and Fixing Paver Block in Aahir vas Faliya At Village Damka,

Ta.Choryasi ,Dist.Surat (2) Providing and Fixing Paver Block both side of road in Khobra Faliya At Village Damka,

Ta.Choryasi ,Dist.Surat. (3) Providing and Fixing Paver Block in Nagar Faliya At Village Damka, Ta.Choryasi ,Dist. Surat.

(4) Providing and Fixing Paver Block in Medi Faliya At Village Damka, Ta.Choryasi, Dist. Surat. (5) Construction of

Compound wall at periphery of Samaj Bhavan Hall in Village Suvali Tal:- Choryasi, Dist:- Surat. (6) Providing Protection

wall work to prevent erosion of roadside in Tekra Faliya from Ratanbhai Mangabhai Ahir House towards Natvarbhai

Jagabhai Ahir Joining Farm 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 Box cutting the road surface to proper slope and camber 450.00 cumt 215.62

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

2 Excavation for foundation up to 1.5 mt. Depth including 206.75 cumt 122.94

sorting out and stacking of useful material and disposing

off the excavated stuff up to 50 m lead. (A) Loose & soft

3 Providing and laying cement concrete 1:4:8 (1- Cement : 122.60 cumt 2769.69

4- coarse sand : 8- hand broken stone aggregates

mm nominal size) and curing complete excluding cost of

in (A) Foundation and Plinth

4 Providing and laying cement concret 1:2:4 (1cement :2 8.70 Cumt 4030.50

Coarse sand :4 graded stone aggregates 20mm nominal

size ) and curing complete excluding cost of formwork

and rein forcement for reinfouced cement concrete work

in (A)Foundation footings,base of columns and mass

concrete (more than 10 ton)

5 Providing and laying cement concret 1:2:4 (1cement :2 2.70 Cumt 7665.60

Coarse sand :4 graded stone aggregates 20mm nominal

size ) and finishing smooth with curring etc.complete

including the cost of formwork but excluding the cost of

Reinforcement for R.C.C. work in (A) Beams (i) Having

cross-sectional area 0.08 Sqmt & upto 0.12 Sq.mt.

6 Provinding and laying cement concret 1:2:4 (1cement :2 1.70 Cumt 11797.33

Coarse sand :4 graded stone aggregates 20mm nominal

size ) and finishing smooth with curring etc.complete

including the cost of formwork but excluding the cost of

Reinforcement for R.C.C. work in (B) Columns (i)

Having cross-sectional area 0.05 to 0.08 Sq.mt.

7 Provinding and laying cement concret 1:2:4 (1cement :2 0.60 Cumt 4455.88

Coarse sand :4 graded stone aggregates 20mm nominal

size ) and curring complete including the cost of

formwork but excluding the cost of Reinforcement for

R.C.C. work in (A) Wall Caps/ Coping

8 Provading & casting in situ ordinary cement concrete M 182.00 Cumt 3901.36

150 mix and providing necessary pinheaders including

shuttering scaffolding laying vibrating and finishing

without V-Grooves. (A) Heigth from 0.0 m to 5.0m for

head wall of causeway

Estimated Total amount

Estimated Total amount

Sr. No. Item of work but may Unit

be more estimated

or less Rate quantities.

9 Providing TMT Bar FE 500/500D reinforcement for 1689.00 Kg. 77.29

R.C.C. work including bending, binding and placing in

position complete upto floor two level (upto 10ton)

10 Filling available excavated earth (excluding rock) in 60.00 Cumt 136.92

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

11 Filling in foundation and plinth with murrum or selected 178.20 Cumt 301.78

soil in layers of 20 cm thickness including watering

ramming and consolidating etc. Complete

12 Brickwork using common burnt clay building bricks 5.10 Cumt 4503.04

having crushing strength not less than 35Kg/Sqm in

plinth level upto floor to level in 1:6 Cement mortar.(B)

13 20mm thick sand faced cement plaster on walls upto 109.00 Sqmt 315.69

height 10 meteres above ground level consisting of

12mm thick backing coat of C.M.1:3 ( 1-cement : 3-

sand) and 8mm thick finishing coat of C.M.1:1 ( 1-

cement : 1-sand) etc.complete.

14 Finishing wall with ICI DULEX WEATHER SHIELD/ 109.00 Sqmt 120.26

APEX ULTIMA weather proof exterior emulsion paint on

wall surface (Two Coats) to give an required shape even

shade after throughly brushing the surface to remove all

dirt, and remains of loose powdered materials

15 White washing with lime on wall surface (two coats) to 226.00 Sqmt. 13.03

give an even shade including thoroughly booming the

surface to remove all dirt, dust; mortar drops and other

foreign matter.

16 Providing & fixing M.S griils of required pattern to 875.00 Kg. 115.68

wooden frames of window etc.comp. ( A ) Plain Grill

17 Providing and laying weep hole in abutment and return 99.00 Nos. 89.20

by using A.C./ P.V.C pipes of 100 mm diameter with

laying in proper grade and jointing complete etc. as per

detailed specification

18 Constructing of granular sub-base Gr-II by providing Blast 450.00 cumt 838.30

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 on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

19 Providing and fixing pre-cast Rubber Dye inter locking 3000.00 Sqmt 706.93

concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

including 35 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. Complete.

20 Providing and fixing pre-cast concrete kerb stone of gray cement 1060.00 Rmt 395.86

based concrete block 30cm length,30cm height and 15cm thick of

M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

Estimated Total amount

Estimated Total amount

Sr. No. Item of work but may Unit

be more estimated

or less Rate quantities.

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 4544199.07 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