Construction of RCC Road at Rupakheda Bhuriya Falia To Sarpanch Faliya Joining RCC Road With Side Kurb and Under Ground Drainage @ Village Rupakheda Ta:- Jhalod ( 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 483.62 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 1612.05 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 161.21 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 161.21 Cum 3207.71

100 mix and providing necessary vertical pinheaders including

formwork vibrating ramming & curing complete.

5 Providing and Casting in situ controlled Cement Concrete M-250 322.41 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 1612.05 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 1118.50 Kg. 68.33

including bending, binding and placinf in position complete upto

floor two level. for all floor.

9 Dismentaling the existing structure including removing and 60.00 Cum 952.51

stacking the dismentelled materials as and where directed. (A)

R.C.C. work

10 Excavation for foundation up to 1.5 M. depth including sorting 193.50 Cum 160.89

out & stacking of useful materials and disposing of the

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

11 Providing & laying Cement Concrete 1:4:8 (1 Cement : 4 Course 215.00 Cum 2679.92

sand : 8 Hand broken stone aggregate 40 mm nominal size)

and curing complete excluding the cost of formwork (A)

foundation and plinth.

12 Providing and Casting insitu controlled Cement Concrete M-200 24.19 Cum 4460.60

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

laying , vibrating , ramming and curing complete.

13 Providing and laying controlled cement concrete M.200 and 38.70 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

14 Providing formwork of ordinary timber plankingsoasto give a 926.65 Sqm. 173.59

rough finish including centering shuttering strutting and propping

etc.height of propping and centering below supporting floor to

ceiling not exceeding 4M. and removal of the same for ins itu

reinforced concrete and plain concrete work in.(I)Edges of slabs

and Breaks in floors and walls.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Providing and laying dinary orcement concrete 1:2:4 ( 1 cement : 24.19 Cum 7454.03

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.

16 Providing 15 mm thick cement plaster in single coat on brick/ 354.75 Sqm. 179.56

concrete walls for interior plastering upto floor two level and

finished even & smooth in C.M. 1:4 (1 Cement :4 sand) including

finishing with a floating coat of neat cement slurry.

17 Providing cement vata (10 mm. x 10 mm. size) quarter round in 430.00 Mtr. 24.28

cement mortar 1:1 including neat cement finishing watering etc.

18 Providing and fixing M,S. grills of required pattern to wooden 358.33 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 Forty One Lakh(s) Forty Nine Thousand One Hundred Eighty And Paise Fifty Six Only

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 ____________________

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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