New Gujarat Pattern 2025-26 Constructrion of Road at Chikar-Raykas Village to Tapi Border Road, Ta:- Waghai, Dist:- Dang.

Name of work: New Gujarat Pattern 2025-26

Constructrion of Road at Chikar-Raykas Village to Tapi Border Road, Ta:- Waghai, Dist:-

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Rates Unit Total Amount

It. Quantities Item of work Estimated Rates Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 0.15 Hect. Clearing and grubbing road land including 34889.38 Rs. Thirty Hect.

uprooting rank vegetation, grass bushes, shrubs, Four

saplings and trees girth up to 300 mm removal of Thousand

stumps of trees cut earlier and disposal of Eight

unserviceable materials.(D) By mechanical Hundred

means in area of thorny jungle. Eighty Nine

2 15.80 Cu.mt. Box cutting the road surface to proper slope and 112.02 Rs. One Cu.mt.

camber for making a base for road work Hundred

including removing the excavated stuff and Twelve and

depositing on the road side slope as directed upto Paise Two

50Mt.lead. Only.

3 22.50 Rmt Supplying and fixing reinforced concrete heavy 659.99 Rs. Six Rmt

duty non-pressure pipes with collars for culverts Hundred

carrying heavy traffic as per IS 458-1991 Fifty Nine

specifications including setting the pipes in C.M. and Paise

1:2 watering and laying (to level or slopes) of Ninty Nine

class NP3 of following internal daimeters.(iii) Only.

4 508.90 Cu.mt. Earthwork for embankment including breaking 182.14 Rs. One Cu.mt.

clods, dressing with all lead and lift and Hundred

including watering rolling and consolidation of Eighty Two

subgrade in layers at O.M.C. to required dry and Paise

density including filling the depression which Fourteen

occur during the process using power roller 8T Only.

to 10T.(E) From Borrow area within 3.0KM.

5 27.00 Cu.mt. Providing and laying cement concrete 1:3:6 (1- 3080.07 Rs. Three Cu.mt.

Cement : 3- Coarse sand : 6- graded stone Thousand

aggregates 40 mm nominal size) and curing Eighty and

complete excluding cost of formwork in (A) Paise Seven

Foundation and Plinth Only.

6 108.00 Cu.mt. Construction of Granular Sub Base by providing 1035.89 Rs. One Cu.mt.

coarse graded machine crushed B. T. material Thousand

satisfying MOST Specification of Grading - I Thirty Five

using 53 mm to 26.5 mm @ 30% (M.C. Metal), and Paise

26.5 mm to 4.75 mm @ 60% (M.C.Metal), 2.36 Eighty Nine

mm below @ 10% (Stone Dust) including Only.

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

with C.B.R. > 30% etc. complete.

7 99.00 Cu.mt Construction of dry lean cement concrete Sub- 2989.60 Rs. Two Cu.mt

base over a prepared sub-grade with coarse and Thousand

fine aggregate conforming to IS: 383, the size of Nine

coarse aggregate not exceeding 25 mm, Hundred

aggregate cement ratio not to exceed 15:1, Eighty Nine

aggregate gradation after blending to be as per and Paise

table 600-1, cement content not to be less than Sixty Only.

220 kg/ cum, optimum moisture content to be

determined during trial length construction,

concrete strength not to be less than 10 Mpa at

days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller,

finishing and curing.

8 205.80 Cu.mt Construction of un-reinforced,dowel jointed at 5228.77 Rs. Five Cu.mt

expansion and construction joint only,plain Thousand

cement concrete pavement thickness as per Two

design,over a prepared sub base with 43 grade Hundred

cement or any other type as per engineer Twenty

incharge directed M-30 (grade) using cement @ Eight and

500.00kg per Cum coarse and fine aggregate Paise

conforming to IS 363 maximum size of coarse Seventy

aggregate not exceeding 25mm size in a concrete Seven Only.

mixer of not less then 0.20cum.capacity and

appropriate weigh batcher using approved mix

design,laid in approved fixed side form work

(Steel channel,laying and fixing of 125 micron

thick polythene film,wedges,steel plates

including levelling the formwork as per

drawing),spreading the concrete with

shovels,rakes,compacted using needle,screened

and plate vibrators and finished in

continuous,operation including strips,primer

sealent,0.50mt long 25mm dia dowel bars and

construction joints,admixtures as approved

curing of concrete for 14 days,curing compound

(where specified) and water finishing to lines

and grade as per

9 365.40 Sq.mt. Providing and fixing pre-cast Rubber Dye / steel 770.63 Rs. Seven Sq.mt.

Dye inter locking concrete block 60mm thick Hundred

with grade of concrete M300 pnumatic Seventy and

compressed / vibrated mechanically and as per Paise Sixty

approved design Confirming to IS 15658 : 2006 Three Only.

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.

10 1.00 No. Providing and fixing ordinary kilometer stone of 704.33 Rs. Seven No.

precast C.C. 1:2:4 including necessary Hundred

reinforcement as per I.R.C. type design in C.C. Four and

1:4:8 including lettering and painting etc. Paise Thirty

complete. (For OD.R. & V.R.) Three Only.

11 1.00 No. Providing and fixing Hectometer stone as per 356.50 Rs. Three No.

I.R.C. type design including lettering and Hundred

painting etc. complete. (ii) Fixing in C.C. 1:5:10 Fifty Six and

12 1.00 No. Informatory sings: Providing and fixing sing 3856.90 Rs. Three No.

boards made out of 2mm aluminium sheet; size Thousand

80 x 60cms. rectangle as per the design of IRC- Eight

67-1977 pre treated with phospheting process & Hundred

acid teching; coated with one coat of Fifty Six and

epoxyprimer and two coats of best qualityepoxy Paise Ninty

paint; reflectorised with retro refiective sheeting Only.

as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings

in black and whitebends. the details of symbol

for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be

in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec.

complete under the supervision of engineer in

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

13 1.00 No. Village name/ Bump Ahed sign :-Providing and 5045.36 Rs. Five No.

fixing sing boards made out of 2mm aluminium Thousand

sheet; size 90 x 60cms. rectangle as as per the Fourty Five

design of IRC-67-1977 pre treated with and Paise

phospheting process & acid etching; coated with Thirty Six

one coat of epoxy primer and two coats of best Only.

quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post

and frame fabricated from suitable size iron

angle of 50 x 50 x 5mm painted with best quality

epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for

each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each

leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

14 1.00 No. Direction sign (Junction board):-Providing and 14831.71 Rs. Fourteen No.

fixing sing boards made out of 2mm aluminium Thousand

sheet; size 244 x 122cms. rectangle as as per the Eight

design of IRC-67-1977 pre treated with Hundred

phospheting process & acid etching; coated with Thirty One

one coat of epoxy primer and two coats of best and Paise

quality epoxy paint; reflectorised with retro Seventy One

refiective sheeting as per latest M.O.S.T. Only.

Specifications; Letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post

and frame fabricated from suitable size iron

angle of 50 x 50 x5mm 75x75x6mm as required;

painted with best quality epoxy coatings in black

and white bends. the details of symbol or

inscription / numerals for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

15 111.00 Sq.mt. Road marking with hot applied thermoplastic 367.72 Rs. Three Sq.mt.

paints with reflectorising glass beads on bitumin Hundred

surface providing and laying a hot applied Sixty Seven

thermoplastic compound 2.5 mm thick including and Paise

reflectorising glass beads @ 250gms per sqm Seventy Two

area, thickness of 2.5mm is excludingof surface Only.

applied glass beds as per IRC:35- 2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white

color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service lifeduring 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.

16 112.00 No Cat Eye / Road Stud / RPM: Supplying of 217.40 Rs. Three No

Molded Twin Shanks Raised Pavement Markers Hundred

made of polycarbonate and ABS moulded body Sixty Seven

and reflective panels with micro prismatic lens and Paise

capable of providing total internal reflection of Seventy Two

the light entering the lens face and shall support Only.

a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 DO III Dt

11.06. 1997. The height, width and length shall

not exceed 20mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes

on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of

the marker should be as per

17 2.00 Nos Regulatory/Mandatory signs :Providing and 3439.81 Rs. Three Nos

fixing sing boards made out of 2mm aluminium Thousand

sheet; size 60cms. diameter circle as per the Four

design of IRC-67-1977 pre treated with Hundred

phospheting process & acid eteching; coated Thirty Nine

with one coat of epoxy primer and two coats of and Paise

best quality epoxy paint; reflectorised with retro Eighty One

refiective sheeting as per latest M.O.S.T. Only.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6mm as required; painted with

best quality epoxy coatings in black and white

bends. the details of symbol for each board shall

be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the

supervision of engineer in charge.(A)

Engineering grade.

18 2.00 Nos STOP SIGN:-Providing and fixing sing boards 4676.06 Rs. Four Nos

made out of 2mm aluminium sheet; size 90 x Thousand

90cms. rectangle as per the design of IRC-67- Six Hundred

1977 pre treated with phospheting process & Seventy Six

acid teching; coated with one coat of epoxy and Paise Six

primer and two coats of best quality epoxy paint; Only.

reflectorised with retro refiective sheeting as per

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

post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm as required;

painted with best quality epoxy coatings in black

and white bends. the details of symbol for each

board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60cms. for each leg.

including excavation curing tec. complete under

the supervision of engineer in charge.(A)

Engineering grade.

Rs. Twenty Lack Sixty Nine Thousand Four Hundred Thirteen and Paise Eighty Eight Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should be written in

figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 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.

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

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

Note 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.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division