Construction of C.C. Road at Nimach Sapaniya Faliya to M.P. State Border Road @ Village Nimach. Ta.Garbada. Dist.Dahod under MMBVSU Yojana 2025-26.

No. figures Amount

1 Box cutting the road surface to proper slope and camber for 502.20 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 1255.50 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 188.33 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 142.98 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-250 174.38 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 1162.50 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.

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

8 Excavation for foundation up to 1.5 M. depth including sorting 204.90 Cum 160.89

out & stacking of useful materials and disposing of the

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

9 Providing & laying Cement Concrete 1:4:8 (1 Cement : 4 Course 10.50 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.

10 Providing and casting in situ ordinary cement concrete 80.40 Cum 3861.37

M.150 mix and providing necessary pin headers including

shuttering scaffolding laying vibrating curring and

finishing complete without ‘ V ‘ groves (A) Height from

11 Providing and casting in situ ordinary cement concrete M-150 for 20.91 Cum 3730.76

average 75 mm thick wearing coat laid as directed including

tamping ,vibrating, finishing, curing and filling in joints with

bitumen complete.

12 Providing TMT Bar FE 415 reinforcement for R.C.C. Work 450.45 Kg. 68.33

including bending, binding and placinf in position complete upto

floor two level. for all floor.

13 Supplying and fixing reinforced concrete heavy duty nonpressure 67.50 Meter 3469.30

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 900mm dia.

14 Filling available excavated earth (excluding rock) in trenches. 76.50 Cum. 137.47

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

15 Colour washing with lime on wall surface (two coats ) over and 132.00 Sqm. 13.18

including a primary coat of white washing to give an even shade

after through brooming the surface to remove all dirt, dust,

mortar drops and other foreigh matter.

16 Providing and fixing CC guard stone as per I.R.C. type design 48.00 Each 106.71

including white washing etc. complete.(ii) Fixing in earth.

17 Providing and fixing 20cm. x 15cm x 2.5 cm. thick year plate of 3.00 No. 279.69

marble stone set in C.M. 1:4 including finishing and engraving

letters etc. complete.

TOTAL Rs.

i.e. Rupees Twenty Five Lakh(s) Ninety Nine Thousand Five Hundred Eighteen And Paise Sixty Nine 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