PACKAGE NO:- 6 MMGSY 2025-26. Construction of Box culvert on Singvad Bhamrechi Mata mandir to Mata Palla road, at Ch. 0/70, Ta. Singvad, Dist.: Dahod.

Memorandum showing items of work to be carried out

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit In figure

In words to estimated

Dismentaling the existing structure including Rupees Nine Hundred

1 removing and staking the dismentelled material as 547.20 Cum 952.51 Fifty Two and Fifty

and where directed (B) RCC Work One Paise Only

Excavation for foundation upto 1.5 m depth

Rupees Four Hundred

including sorting out and stacking of useful

2 2029.80 Cum 458.30 Fifty Eight and Thirty

materials and disposing off the excavated stuff upto

50 Meter lead.(D) Soft rock not requiring Blasting

Providing and casting in situ Ordinary cement

concrete M-150 for R.C.C. Raft and cut-off walls

3 298.50 Cum 3651.84 Hundred Fifty One

including necessary shuttering laying, vibrating,

and Eighty Four Paise

ramming and curing complete.

Providing and Casting in situ controlled Cement Rupees Four

Concrete M-200 for R.C.C. Raft and cutt-off walls Thousand Four

including necessary shuttering laying, vibrating, Hundred Sixty and

ramming and curing complete. Sixty Paise Only

Providing and casting in situ controlled cement

concrete M-200 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

5 384.30 Cum 5068.30 Thousand Sixty Eight

necessary, laying vibrating, curing and finishing

and Thirty Paise Only

complete.(A) Height from 0.0 to 5.0 M. (1) Piers

(2) Abutment (3) RCC return

Providing and casting in situ controlled cement

concrete M-250 for R.C.C. solid slab including

6 424.10 Cum 5313.21 Hundred Thirteen and

centering, scaffolding, curing and finishing

Twenty One Paise

Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x

75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

7 497.00 Rmt 3354.21 Hundred Fifty Four

1.1 m below ground/road level, all steel parts and

and Twenty One Paise

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

Providing and casting in situ controlled cement

8 concrete concrete M-250 for approach slab 53.10 Cum 5105.45

Hundred Five and

including formwork curing and finishing complete.

Forty Five Paise Only

Providing and casting in situ controlled cement Rupees Five

concrete M-250 for average 100 mm thick wearing Thousand Two

9 coat laid as directed dincluding tamping, vibrating, 80.80 Cum 5247.25 Hundred Forty Seven

finishing, curing and fillingin joints with bitumen and Twenty Five Paise

Providing & casting in situ ordinary cement Rupees Four

concrete M-200 mix and providing necessary pin Thousand One

10 headers including shuttering, scaffolding, laying, 1779.70 Cum 4153.83 Hundred Fifty Three

vibrating, curing and finishing complete without V- and Eighty Three

Groves.(A) Height from 0.0 M. to 5.0 M. Paise Only

Providing and placing in position FE 550D TMT

Rupees Seventy Three

Bar reinforcement including, cutting, bending

11 hooking and tying complete as per detailed 147.02 MT 73243.02

Hundred Forty Three

drawings for raft slab, pier, solid slab, kerb block,

and Two Paise Only

wearing coat etc.

Providing fusion bonded Epoxy coating not less

Rupees Ten Thousand

than 175 micron thickness and up to 300 micron to

One Hundred Sixty

12 reinforcement bars as per IS-13620- 1993/ASTM- 42.00 Nos. 10162.62

Two and Sixty Two

775 M including testing of coating at plant and all

taxes (A) 10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less Rupees Seven

than 175 micron thickness and up to 300 micron to Thousand Two

13 reinforcement bars as per IS-13620- 1993/ASTM- 96.00 Nos. 7296.24 Hundred Ninety Six

775 M including testing of coating at plant and all and Twenty Four

taxes (B) 20mm to 32 mm dia bar Paise Only

Rupees One Hundred

Provding P.V.C. 100 mm diameter water spouts

14 48.00 Nos. 159.37 Fifty Nine and Thirty

including necessary iron gratings as per drawings.

Seven Paise Only

Providing & laying weep hole in Aburtments, and

Rupees Forty Nine

returns by using A.C. pipe of 100mm including

15 1039.00 Nos. 49.25 and Twenty Five Paise

laying in proper grede and jointing the completed as

per detailed specification.

Rupees One Thousand

Providing and laying filter media 600 mm thick as

Two Hundred Sixty

16 directed at the back of abutments and returns and 1641.20 Sqm 1268.86

Eight and Eighty Six

wing walls as per detailed specifications.

Rupees Eight Hundred

Supplying Pre - Moulded Bituminious Joint Filler.

17 20.10 Sqm 802.87 Two and Eighty Seven

(iii) 25 mm size

Rupees Four Hundred

Providing and filling sand behind abutments and

18 2177.15 Cum 478.82 Seventy Eight and

between returns in layers as directed

Eighty Two Paise

Providing and maintaining a diversion road suitable

for traffic during the construction period of the

Bridge/CD works, including necessary earthwork,

19 400 mm thick GSB-I, Carpet, Seal coat, NP3 Hume 130.00 Rmt 7908.30

Hundred Eight and

pipes of 1200 mm dia, and diversion sign boards,

Thirty Paise Only

all as per the instructions of the Engineer-in-

Charge, complete.

Providing and casting in situ controlled cement Thousand Eight

20 concrete M-250 for Kerb/ kerb blocks including 55.30 Cum 4830.22 Hundred Thirty and

formwork curing and finishing, complete Twenty Two Paise

Providing 22.5 cm thick dry stone rubble pitching

Rupees One Thousand

including prepairing the surface and making

Three Hundred Fifty

21 pannels of 3.00x3.00m with stone masonry in 908.00 Sqm 1355.42

Five and Forty Two

C.M.1:6 including filling murrum and cement

pointing in C.M.1:3 etc. Complete

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture with on

Rupees One Hundred

undecorated wall surface to give an even shade

22 450.10 Sqm 122.14 Twenty Two and

including throughly brushing the surface free from

Fourteen Paise Only

mortar droppings and other foreign matter and sand

papered smooth along ceilings and sloping roofs.

Clearing and grubbing road land including

uprooting trunk vegetation, grass bushes, shrubs, Rupees Twenty Eight

sapligs and trees girth upto 300 mm removal of Thousand Four

stumps of trees cut earlier & disposal of Hundred Fifty Five

unserviceable material. (C) By Mechanical means and Nine Paise Only

in area of light jungle.

Earthwork in cutting including preparing the slope

Rupees One Hundred

and camber and stacking or utilising the cutting

Thirty Seven and

24 stuff in bank as directed upto 200 Meters from the 138.00 Cum 137.33

Thirty Three Paise

end of cutting with all lead and lift.(ii) Soft rock not

requiring blasting.

Earth work for embankment including breaking

clods, dressing with all lead and lift and including

watering, rolling and consolidation of subgrade in Rupees One Hundred

25 layers at O.M.C. to required dry density, including 8670.90 Cum 182.14 Eighty Two and

filling the depressing, which occurs during the Fourteen Paise Only

process using power roller of 8 tonne to 10 tonne all

as per specification.

Supplying, stacking & spreading Hard murrum on

Rupees Nine Hundred

road side for hard side shoulder of work as per

26 51.00 Cum 900.92 and Ninety Two Paise

specification including rolling & watering

Providing and laying Granular Sub Base Grade I by

providing course graded material conforming to

Rupees One Thousand

Table 400-2 of MOST specification of grading

Three Hundred Sixty

27 I,using material combination of crushed aggregate, 341.00 Cum 1366.53

Six and Fifty Three

stone dust etc. as required gradation including

spreading,watering & consolidation by vibratory

roller in grade and camber as directed.

Providing and filling in foundation with ordinary Rupees Three

Cement concrete M-100 mix and providing Thousand Two

necessary vertical pin headers including formwork, Hundred Eighty Seven

vibrating, ramming and curing complete and Nine Paise Only

Providing & Laying controlled cement concrete

M250 for C.C. road including curing & cost of

form work. Finishing the cement concrete road by

trimix process inclusive of labour charges for trimix

Thousand Ninety

29 vacuum dewatering process on cement concrete 525.00 Cum 5097.47

Seven and Forty

road by using vacuum dewatering pump, surface

Seven Paise Only

floater, surface vibrator and Groove cutting as per

direction by engineer incharge & as per

Excavation for foundation in sand, gravel,clay soft

soils and murrum etc. includingshoring, strutting Rupees Five Hundred

dewatering as necessaryand disposing of the Twenty Three and

excavated stuff asdirected.(A) Depth upto 3.0 M. Twenty Eight Paise

upto 100m for 10 Cum

Provading & casting in situ ordinary cement

concrete M 150 mix and providing necessary

pinheaders including , shuttering scaffolding laying

31 502.70 Cum 3783.76 Hundred Eighty Three

vibrating and finishing without V-Grooves. (A)

and Seventy Six Paise

Heigth from 0.0 m to 5.0m for head wall of

Providing and fixing guard stone as per I.R.C. type Rupees Three

32 design including white washing etc. complete. (i) 20.00 Nos. 350.80 Hundred Fifty and

Fixing in headwall. Eighty Paise Only

Providing and laying in position FE 500D TMT bar Rupees Seventy Three

reinforcement including cutting, bending, hooking Thousand Eight

33 and tying complete as per detailed drawings for the 2.82 MT 73858.70 Hundred Fifty Eight

following.(A) Piers (B) Abutments (C) R.C.C. and Seventy Paise

Road marking with hot-applied thermoplastic

paints with reflectorising glass beads on bituminous

surface, providing and laying a hot-applied

thermoplastic compound 2.5 mm thick, including

reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5mm excludes surface applied glass

beads as per IRC:35- 2015. The finished surface is

to be level, uniform and free from streaks and Rupees Three

holes. zebra patta /bump patta lane/center line/ edge Hundred Sixty Seven

line/cut patta. The white color marking should and Seventy Two

provide liminance coefficinet on cemend road shalll Paise Only

be min 130 mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service life during

the day time. The marking should meet the

performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction, high Rupees Three

compressed molding with reflector made of MMC Hundred Seventy Five

(prismatic type of size 12cm x 6cm x 2.5cm) and Seventy Two

provided with bituminous adhesive 100 gm. with Paise Only

each unit for fixing. (High Intensity grade)

Hazard Marker Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size

x 30cms. rectangle as as per the design/drawing

attached (IRC) pretreated with phospheting process

& acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; Rupees Two

reflectorised with retro refiective sheeting as per Thousand Four

36 latest M.O.S.T. Specifications; 3.1m long stand 8.00 Nos. 2423.74 Hundred Twenty

post and frame fabricated from suitable size iron Three and Seventy

angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted Four Paise Only

with best quality epoxy coatings The fixing at site

shall be in 1:2:4 CC block of size 45x45x 60cms.

for each leg. including excavation curing, etc.,

complete under the supervision of the engineer in

charge. (A) Engineer Grade (VR)...

Cautionary Warning Sign :-Providing and fixing

sing boards made out of 2mm aluminium sheet; size

90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-1977. Pre treated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy

paint ;reflectorised with retro refiectivesheeting as

per latest M.O.S.T.Specifications; 3.1m long stand Rupees Three

postand frame fabricated from suitable sizeiron Thousand Eight

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as Hundred Eight and

required; painted with bestquality epoxy coatings in Sixty Six Paise Only

black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under

the supervision of engineer in charge.(A) Engineer

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.) Rs…44967322.4607 Put to tender (Rs.) Rs.

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

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -752455.14/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective of the

dismentalled quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.

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.

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.

The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ) with detailed

specification and details of work and amount involved at site without any payment as directed by the Engineer-in-charge.

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

Note :- 7 To be continued on additional sheet,if found necessary.

Signature Deputy Executive Engineer, Executive Engineer,

of Bidder Panchayat (R&B) Sub-Division Panchayat (R&B) Division