Construction of 45 mt TP Road in Sanathal - Visalpur - Navapura TPS -430 & 436 at AUDA area.

Name of Work :- Construction of 45 mt TP Road in Sanathal - Visalpur - Navapura TPS -430 & 436 at AUDA area. (RW 14 / 2025-26)

Item No. Qty. Description of Items Rate Per Amount

In Fig. In words

1 12.8500 Clearing and grubbing road land including upropting rank, vegitation, 28393.04 Rupees Twenty Eight Hect

gras, bushes, shrubs, saplling and tress girth upto 300 mm removal of Thousand Three Hundred

stumps of tress cut earlier and disposal fo unsevicebles materials and Ninety Three & Four

stacking of serviceable materials to be use of auctioned upto a lead of 1000 Paise Only

meters Including Removal and disposal of top organic soil not exceeding

150mm in thickness (C) by Mechanical means in area of light jungle.

2 76800.00 Loosening of soils by meachanical means including rolling and watering 5.14 Rupees Five & Fourteen smt

with power roller and filling depressions which occur during process Paise Only

etc.comp as directed.

3 15960.00 Earthwork in cutting in all sorts of soil and soft murrum including 127.75 Rupees One Hundred Cmt

conveying and spreading the stuff, embankment as and where directed Twenty Seven & Seventy

within 200meters from the end of the cutting with all required lead and lifts Five Paise Only

4 171556.00 Earthwork for embankment including breaking clods, dressing 169.44 Rupees One Hundred Cmt

with all lead and lift and including watering rolling and Sixty Nine & Forty Four

consolidation of subgrade in layers at O.M.C. to required dry Paise Only

density including filling the depression which occur during the process

using power roller 8T to 10T.(E) From Borrow area within all lead

5 14656.00 Construction of 200mm (as per IRC 37) ThickGrannular sub base(GSB-I) 1351.38 Rupees One Thousand Cmt

by providing coarse graded material using B.T Metal 53 mm to 26.50 mm Three Hundred Fifty One

@ 35 % ,26.50 mm to 4.75mm 45% & Coarse sand below 2.36 mm 20 % & Thirty Eight Paise

in uniform layer with motor grader on prepared surface mxing by mix in Only

place method with vibratory roller to achive the desired density complete as

per close 401. (RA 2)

6 11798.00 Providing, laying, spreading and compacting graded stone aggregate to wet 1737.20 Rupees One Thousand Cmt

mix macadam 250 mm thick as per MOST(as per IRC 37) in two layers Seven Hundred Thirty

each as per specification including premixing the Material with water at Seven & Twenty Paise

OMC in mechanical mix plant carriage of mixed Material by tipper to site, Only

laying in uniform layers with paver in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density.

7 45375.00 Providing & applying evenly priming coat with bitumen Emulsion (SS1) 41.41 Rupees Forty One & Smt

on prepared surface of granular base including cleaning of road surface Forty One Paise Only

and sparying primer at the rate of 7.50 Kg. / 10 Smt using using

mechanical means.

8 12001.00 Providing & Laying 115 mm Dense Bituminous Macadm in 2 leyers with 3558.23 Rupees Three Thousand MT

Crushed stone aggregate and filler meterial as per gradation of MOST and Five Hundred Fifty Eight

bitumen VG-40 at a rate of 45 Kg/MT (4.5%) by weight of total mix for & Twenty Three Paise

mixing & tack coat at 2.50 kg. / 10 sq.m.on B.T. Surface on each layers & Only

using mix by hot laid process including heating the asphalt and aggregate in

Batch mix plant transporting the mix and spreading the same by electronic

sensor paver and consolidation with vibratory roller including. necessary

fire wood oil.lubicant labour and hire charges of required plant machinery

etc.complete as per technical specification clause

9 4356.00 Providing and laying 40 mm bituminous Concrete using BT aggregate of 3977.38 Rupees Three Thousand MT

approved quarry as per gradation of MOST and bitumen VG-30 at a rate of Nine Hundred Seventy

55 Kg. per MT (5.5%) by weight of mix by hot mix hot laid process Seven & Thirty Eight

including heatinf the asphalt and aggregate in batch mix plant by Paise Only

transporting the mix and speading the same electronic sensor paver and

consolidation with vibratory roller incl. necessary fir. wood oil lubricant.

labour and hire charges of required plant machinery etc.complete as per

Technical Specification clause

10 45375.00 Providing and laying Asphalt painting as wearing course using bitumen 54.04 Rupees Fifty Four & Smt

VG 40 @ rate of 5.0Kg./10 sq.m. and stone dust 0.1 Cum/10 Sqm of Four Paise Only

road surface etc. complete as per Technical Specifications.

11 2521.00 Road marking with hot applied thermoplastic paints with reflectrorising 367.73 Rupees Three Hundred Smt

glass beds on bitumin surface providing and laying hot applied Sixty Seven & Seventy

thermoplastic compound 2.5 mm thick including reflectorsing glass beds Three Paise Only

250 gms as per IRC :35 2015. The finished surface to be level uniform and

free from streak and holes. zebra patta/bumps patta lane/center line /edge

line cut patta . The white colour marking should provide limance coffecient

on cement road shall 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 be meet the performanc ecriteria for night time

reflectivity,wetreflectivity and skid resistance as mentioned in section 15 of

12 1110.00 Cat Eye: Supplying raised pavemen markers of polycarbonate and ABS 326.23 Rupees Three Hundred Nos

moulded body and reflective panels with micro prismatic lens 9no glass Twenty Six & Twenty

beds lens) capable of providing total internal reflection of the light entering Three Paise Only

the lens face and shall support a load of 13635 kgs tested in accordance

witth ASTM D4280 type H and complying to specification of category A of

the morth circular no RW/NH/33023/10-97-DO III dt 11.6.1997. The

height width and length shall not exceed 20 mm 130 mm and 130 mm and

minimum reflective area of 13 sqcm.on each side and slope to the base

shall be 35+/-5 degree. The body of the marker should havind grip of easy

and accurate placement and application with apoxay/bituminous adhesive

as recommnded by manufacture of the marker. The colour of the marker

should be as per IRC35-2015 and as directed by engg incharge.

13 4180.00 Providing and laying mountable type Central Verge including casting of 361.65 Rupees Three Hundred Rmt

Kerb of size 15.00 x 32.50 Cm by mechanical Kerb casting machinery and Sixty One & Sixty Five

oil paint colour to Center Verge (kerb) by Yellow/White and Black patta Paise Only

(Three Coat) one coat of priming & two coat of Oil Paint including cost of

material required for paint and all labour work etc. complete as per

direction, detailed drawing and instruction of engineer incharge. (including

Epoxy Paint of Approved Quality)(Central Verge)

14 Supplying and fixing reinfored concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

specification including setting and jointing the pipes in CM. 1:2 watering

and laying (To level or slope) of class NP3 of following internal daimeters.

A 750.00 Class NP 3 of 300 mm dia. 649.93 Rupees Six Hundred Rmt

Forty Nine & Ninety

Three Paise Only

B 600.00 Class NP 3 of 450 mm dia. 1176.49 Rupees One Thousand Rmt

One Hundred Seventy

Six & Forty Nine Paise

C 500.00 Class NP 3 of 600 mm dia. 1952.00 Rupees One Thousand Rmt

Nine Hundred Fifty Two

D 300.00 Class NP 3 of 900 mm dia. 3446.51 Rupees Three Thousand Rmt

Four Hundred Forty Six

& Fifty One Paise Only

E 200.00 Class NP 3 of 1200 mm dia. 5530.95 Rupees Five Thousand Rmt

Five Hundred Thirty &

Ninety Five Paise Only

15 1161.00 Excavation for Foundation upto 3.0m depth including sorting out and 149.68 Rupees One Hundred Cmt

stacking of useful materials and disposing off the exavated stuff up to 50 Forty Nine & Sixty Eight

meter lead (A)Dense or hard Soil. Paise Only

16 618.00 Providing and laying cement concrete 1:3:6 (1 Cement : 3 Coarse sand : 6 3005.76 Rupees Three Thousand Cmt

hand broken stone aggregate 40mm nominal size) and Curing complete Five & Seventy Six Paise

excluding cost of formwork in (A) Foundation and plinth (up to 10 ton) Only

17 349.00 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. 4443.29 Rupees Four Thousand Cmt

Raft and cutt off walls including necessary shuttering Four Hundred Forty

laying,vibrating,ramming and curing complete.(B) Walls, fom top of Three & Twenty Nine

foundation level upto floor two level (upto 10ton). Paise Only

18 34900.00 Providing TMT Bar FE 415 reinforcement for RCC work including 67.26 Rupees Sixty Seven & kg

bending, binding and facing in position complete upto floor two level (upto Twenty Six Paise Only

19 10.00 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 3113.11 Rupees Three Thousand Nos

2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC- One Hundred Thirteen &

67-1977 pre treated with phospheting process & acid eteching; coated with Eleven Paise Only

one coat of epoxy primer and two coats of best quality epoxy paint;

20 10.00 reflectorised

Direction Signwith retro reflective

(Junction Board):sheeting as and

Providing per latest

boards made out of 21287.51 Rupees Twenty One Nos

2mm alluminium sheet size 244 x 122 cms. Rectangle as per design of IRC Thousand Two Hundred

- 67 - 1977. Pretreated with phoshpheting process and acid etching; coated Eighty Seven & Fifty

with one coat of epoxy primer and two coats of best quality epoxy paint; One Paise Only

reflectorised with retro reflective 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 50x 50 x 5mm, & 75 x 75 x 6 cms. 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 instructions of

Engineer in charge. The fixing at site shall be in1:2:4 C.C. block of size

x 45 x 60 cms. for each leg including excavation, curing complete under

the supervision of Engineer-in-charge. (B) High intensity grade.

21 10.00 Providing & fixing Village / Bump Ahead Sign boards made out of 2 mm 6397.44 Rupees Six Thousand Nos

aluminum sheet, size 90 x 60 cms. Rectangle as per the design of IRC 67- Three Hundred Ninety

1977. Pretreated with phoshpheting process and acid etching; with one coat Seven & Forty Four

of epoxy primer and tow coats of best quality epoxy paint refectories with Paise Only

reflective sheeting as per latest M.O.S.T. Specification latter and numbers

should be as per IRC-30 1968 3.1 m long (2 Nos) stand post and frame

fabricated from suitable size iron angle 50 x 50 x 5 mm, as required

painted with best quality epoxy coating in black and white bends. The

details of symbol for board shall be as per the instruction of Engineer in

charge. The fixing at site shall be in 1:2:4 C.C. blocks of size 45 x 45 x

cms. For each leg. Including excavation curing etc. complete under the

supervision Engineer-in-charge.(B) High intensity grade.

22 6.00 Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc 7272.00 Rupees Seven Thousand Nos

sheet height 188 cms. Bottom dia 30 cms. Top dia 18cm. With direction Two Hundred Seventy

plate of 45cm dia. Fabricated as per attached drawing, pre treated with Two & Only

phospheting process painted with apoxy coating reflectorised with retro

reflective sheetings specified by M.O.R.T & H.'s latest specification. (B)

High Intensity Grade.

23 5.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of 3342.18 Rupees Three Thousand Nos

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per Three Hundred Forty

design of IRC-67-1977. Pre treated with phospheting process & acid Two & Eighteen Paise

etching; coated with one coat of epoxy primer and two coats of best quality Only

epoxy paint ;reflectorised with retro refiectivesheeting 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, 75 x 75 x 6mm 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

Cms. for each leg. Including excavation, curing etc.complete under the

supervision of engineer in charge.(B) High Intensity Grade

24 3.00 Four/Two lane Ahead sign :-Providing & Fixing sign boards made out of 17946.03 Rupees Seventeen Nos

2mm aluminium sheet, size 120 x 120 cms square plus 120 x 60cms Thousand Nine Hundred

additional plate as per the attached drawing pre treated with phosphetingg Forty Six & Three Paise

process & acid etching. coated with one coat of epoxy primer and two coats Only

of best quality epoxy paint reflectorised with retro sheeting as per latest

M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-

1968,3.1m long (2No) stand post and frame fabricated either from iron

angle of 50x50x5mm, 75x75x6mm as required, painted with best quality

epoxy coating in black and white bends The fixing at site shall be in 1:2:4

CC block of size 45 x 45x 60cms for each leg, including excavation curing

etc. complete under the supervision of engineer in charge.(B)High Intensity

25 5.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3741.45 Rupees Three Thousand Nos

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67- Seven Hundred Forty

1977 pre treated with phospheting process & acid etching; coated with one One & Forty Five Paise

coat of epoxy primer and two coats of best quality epoxy paint; reflectorised Only

with retro reflective 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 3mm75x75x6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol for each board

shall 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

x45 x 60cms. for each leg. including excavation curing tec. complete under

the supervision of engineer in charge.(B) High Intensity Grade

26 5.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2423.74 Rupees Two Thousand Nos

aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing Four Hundred Twenty

attached (IRC) pretreated with phospheting process & acid etching; coated Three & Seventy Four

with one coat of epoxy primer and two coats of best quality epoxy paint; Paise 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 & 50 x 50 x 5mm painted 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 engineer in charge.(B)High Intensity Grade

27 5.00 Give Way Sign :-Providing and fixing sing boards made out of 2mm 3342.18 Rupees Three Thousand Nos

aluminium sheet; size 90 x 90 x 90cms. equilateral triangle (inverted) as as Three Hundred Forty

per the design of IRC-67-1977 pre treated with phospheting process & acid Two & Eighteen Paise

etching; coated with one coat of epoxy primer and two coats of best quality Only

epoxy paint; reflectorised with retro reflective 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 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.(B)High Intensity Grade

28 12320.00 Dewatering by pumping set of required capacity including temporary 41.40 Rupees Forty One & Hp/hrs

platform carting pumping at site and fixing the same in position including Forty Paise Only

all accessories, and fuel and labour etc. completes

Estimated Amount put to tender

(Rs Fifteeen Crore Five Lac Fourty Six Thousand Five Hundred Ninety Two Only)

I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Net Rs. Executive Engineer

Dated Signature of Contractor AUDA, Ahmedabad.