Construction of Open Shed , R.C.C. Road and Side Protection wall at Rupakheda Near Gador Faliya @ Village Rupakheda Ta:- Govind Guru Limdi Dist:- Dahod under 3054 New Gujarat Pattern (TASP) 2025-26.

No. figures Amount

1 Box cutting the road surface to proper slope and camber for 40.50 Cum, 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed up to

50mt. Lead

2 Rolling of earthwork in layers with power roller including filling in 90.00 Cum, 23.18

depression which occur during the process with vibratory roller

including watering of earthwork as directed.

3 Providing & Laying water bound macadam compacted thickness 27.00 Cum, 1770.66

in First layers of 150 mm thick for W.B.M. of Grading -II

M.C.Metal 45mm to 63mm in layers including 24% stone

screeening 11.2mm size and 8% stone dust as filler, including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc. complete as directed by engineer in

4 Poviding & filling in foundation with ordinary cementconcrete M 24.30 Cum 2973.14

100 mix and providing necessary vertical pinheaders including

formwork vibrating ramming & curing complete.

5 Providing and Casting in situ controlled Cement Concrete M-250 18.00 Cum, 5105.40

for R.C.C. Raft and cutt-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

6 Compaction & finishing of C.C. Road by tremix process providing 90.00 Sqm. 70.70

extra labour charges for tremix (Vaccum dewatering service)

process on C.C. Road surface by using vaccum dewatering

pump floater surface vibrator including making grooves 5 mm.

width & filling with polyvynic polymer and rough finish to surface

as per instruction including levelling up etc. comp.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

7 Providing & fixing of typical Yojana/ Informatory Sign Board with 1.00 Each 16840.35

LOGO as per detailed drawing and specifications. The board

shall be erected on the frame supported with M.S.Iron angle

75x75x6 mm (2.50 M.T.Long) The M.S. plate of 1.6 mm thick top

and bottom portion of plate duly welded with M.S.iron angle of

x 25 x 5 mm size on back side of plate, while middle portion is

welded with M.S.Flate iron 25 x 25 x 5 mm size. Also the Yojana

Logo on 2.00 mm thick aluminum round plate of 0.45 mtr. dia

duly riveted on 25 mm x 25 mm x 5 mm size on back side of a

aluminum round plate and 1.6 mm thick M.S.Plate at top in

middle (As per detailed drawing). The angle iron frame of the

lower most will be welded with lugs and duly embeded in cement

concrete M 15 grade block of 450 x 450 x 600 mm below ground

level. Lettering and painting arrows, borders etc. will be painted

with ready mixed synthetic enamel paint of superior quality in

required shade and colour. All sections of framed posts will be

painted wit primer and two coats of synthetic enamel paints as

per drawing. Clause 170 and annexure

8 Providing TMT Bar FE 415 reinforcement for R.C.C. Work 4839.97 Kg. 68.33

including bending, binding and placinf in position complete upto

floor two level. for all floor.

9 Excavation for foundation up to 1.5 M. depth including sorting 188.90 Cum 160.89

out & stacking of useful materials and disposing of the

excavated stuff up to 50 Meter lead. (B) Dence or hard soil.

10 Providing and Casting insitu controlled Cement Concrete M-200 19.95 Cum 4460.60

for R.C.C. Raft and cutt-off walls including necessary shuttering

laying , vibrating , ramming and curing complete.

11 Providing and laying controlled cement concrete M.200 and 27.00 Cum 4511.61

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (B) Walls, from top

of foundation level upto floor two level

12 Providing and laying weep hole abutment, return by using A.C . 84.00 Each 49.25

Pipe of 100 mm. dia including laying in proper grade and jointing

etc. complete as per detailed specification.

13 White washing with lime on wall surface (two coats) to give an 215.07 Sqm. 13.30

even shade including thoroughly brooming the surface to

removed all dirt, dust mortar drops and other foreign matter.

14 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 1029.60 Kg. 77.29

including bending, binding and placing in position complete upto

floor two level.

15 Providing and laying cement concrete 1:4:8 (1 - cement :4 12.90 Cu.m. 2679.92

Coarse sand :8 crushed stone aggregates 40 mm nominal size )

and curing complete excluding cost of formwork in ( A )

Foundation and Plinth

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

16 Brick work using common burnt clay building bricks having 11.10 Cu.m. 3853.23

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

plinth in cement mortar 1:5 ( 1 cement : 5 Fine sand) ( C ) Fly

Ash Bricks

17 Providing and laying cement concrete 1:3:6 (1- Cement : 3- 0.90 Cu.m. 3992.44

Coarse sand : 6- graded stone aggregates 20 mm nominal

size) and curing complete including the cost of formwork in (A)

Walls Caps / Coping.

18 Brickwork using common burnt clay building bricks having 5.80 Cu.m. 4141.66

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

in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Fly Ash

19 Brickwork using common burnt clay building bricks having 1.12 Cu.m. 4182.44

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

in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Fly Ash

Bricks For FF

20 Filling available excavated earth ( Excluding Rock) in trenches, 41.85 Cu.m. 137.47

plinth, side of foundation etc. in layers not exceeding 20cm in

depth consolidating each deposited layer by ramming and

21 Providing and laying controlled cement concrete M.250 and 9.40 Cu.m. 4247.21

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations,footings,Base of columns and Mass concrete.

22 Providing and laying controlled cement concrete M.250 exposed 6.00 Cu.m. 14664.80

work with curing 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.M

23 Providing and laying cement concrete 1:2:4 ( 1 Cement : 2 0.30 Cu.m. 10219.40

Coarse sand : 4 graded stone aggregate 20 mm. nominal size )

for R.C.C lintel including finishing smooth with curing etc.

complete including the cost of formwork but excluding the cost of

reinforcement .

24 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 0.30 Cu.m. 6541.63

Coarse sand : 4 graded stone aggregate 20 mm. nominal size )

for R.C.C chhajjas not exceeding 10 Cm. thickness up to fllor

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 formwork and curing complete excluding

the cost of reinforcement .

25 Providing and laying controlled cement concrete M.250 exposed 8.24 Cu.m. 10824.26

work with curing 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 0.05 to 0.08 Sq.M

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

26 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 0.62 Cu.m. 7665.60

2- coarse sand : 4- graded stone aggregates 20 mm nominal

size) and finishing smooth with,curing etc. complete including

the cost of formwork but excluding the cost of reinforcement for

R.C.C work in A) Beam (ii) having cross sectional area more

than 0.08 Sqm. and upto 0.12 Sqm.

27 Providing and laying dinary orcement concrete 1:2:4 ( 1 cement : 7.21 Cu.m. 6888.15

2 coarse sand: 4 graded stone aggregate 20 mm nominal size )

and finishing smooth with curring etc. Complete including the

cost of form work but excluding the cost of reinforcement for

R.C.C work in (iii) slab having more than 10 cms and up to

cms. thickness.

28 Providing 15 mm. thick cement plaster in single coat on fair sides 74.00 Sq.mt. 253.61

bricks / concrete walls for interior plastering up to floor two level

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

coarse sand) including finishing with a floating coat of neat

cement slurry.

29 Providing 10mm thick cement plaster in single coat on 48.07 Sq.mt. 177.35

brick/concrete walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-

sand) plastering on ceilings and sofits of stairs upto floor two

level instead of plasterning on walls for every additional storey.

30 20mm thick sand faced cement plaster on walls upto height 10 59.10 Sq.mt. 353.98

metres 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.

31 Providing and laying Marble Slab Polished granite stone 20 to 25 75.20 Sq.mt. 3680.51

mm thick Colour on a bed of 12 mm thick cement mortar 1:3 (1-

cement:3-coarse sand ) finishing with flush pointingin white

32 Distempeing with dry distemper of approved brand and 123.00 Sq.mt. 66.01

manufacture (Two coats) of required shade on wall surfaces to

give an even shade, over and including a priming coat of whiting

after throughly brooming the surface free from mortar dropping

and other foreign matter.

33 Finishing wall with water proofing cement paint of on wall 60.00 Sq.mt. 96.29

surfaces (Three coats) to give an approved brand and

manufacture and of required shape even shade after thoroughly

brushing the surface to remove all dirt and remains of loose

powered materials.

34 Providing and fixing M,S. grills of required pattern to wooden 330.00 Kg. 110.31

frames of windows etc with M.S. flats at required spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws ( A ) plain grill.

TOTAL Rs.

i.e. Rupees Sixteen Lakh(s) Sixty Seven Thousand Four Hundred Sixteen And Paise Seventy Only

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

I/We am/are willing to carry out the work @ ______________ % 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

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer

Panchayat (R & B) Sub Division

Divisional Account Officer Executive Engineer

Panchayat (R & B) Division Panchayat (R & B) Division

Dahod Dahod