Construction of 12 Mtr & 30 Mtr TP Road in Rupavati - Naranpura - Chharodi - Khoraj - Virochannagar TPS -134, 139/A, 139/B139/C, 142 & 144 at AUDA area.

Name of Work :- Construction of 12 Mtr & 30 Mtr TP Road in Rupavati - Naranpura - Chharodi - Khoraj - Virochannagar TPS -134, 139/A, 139/B, 139/C,

Item No. Qty. Description of Items Rate Per Amount

In Fig. In words

1 15.6400 Clearing and grubbing road land including upropting rank, vegitation, 28393.04 Rupees Twenty Hect

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

stumps of tress cut earlier and disposal fo unsevicebles materials and Three Hundred

stacking of serviceable materials to be use of auctioned upto a lead of 1000 Ninety Three &

Four 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 145000.00 Loosening of soils by meachanical means including rolling and watering 5.14 Rupees Five & smt

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

etc.comp as directed.

3 22230.00 Earthwork in cutting in all sorts of soil and soft murrum including 127.75 Rupees One Cmt

conveying and spreading the stuff, embankment as and where directed Hundred Twenty

within 200meters from the end of the cutting with all required lead and lifts Seven & Seventy

. Five Paise Only

4 282942.00 Earthwork for embankment including breaking clods, dressing 169.44 Rupees One Cmt

with all lead and lift and including watering rolling and Hundred Sixty Nine

consolidation of subgrade in layers at O.M.C. to required dry & Forty Four Paise

density including filling the depression which occur during the Only

process using power roller 8T to 10T.(E) From Borrow area

within all lead

5 21170.60 Construction of 200mm (as per IRC 37) ThickGrannular sub base(GSB-I) 1351.38 Rupees One Cmt

by providing coarse graded material using B.T Metal 53 mm to 26.50 mm Thousand Three

@ 35 % ,26.50 mm to 4.75mm 45% & Coarse sand below 2.36 mm 20 % Hundred Fifty One

in uniform layer with motor grader on prepared surface mxing by mix in & Thirty Eight

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

6 25030.50 Providing, laying, spreading and compacting graded stone aggregate to wet 1737.20 Rupees One Cmt

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

each as per specification including premixing the Material with water at Hundred Thirty

OMC in mechanical mix plant carriage of mixed Material by tipper to site, Seven & Twenty

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 98670.00 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

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

mechanical means.

8 30815.00 Providing & Laying 140 mm Dense Bituminous Macadm in 2 leyers with 3610.75 Rupees Three MT

Crushed stone aggregate and filler meterial as per gradation of MOST and Thousand Six

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

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

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 9187.00 Providing and laying 40 mm bituminous Concrete using BT aggregate of 4038.99 Rupees Four MT

approved quarry as per gradation of MOST and bitumen VG-30 at a rate of Thousand Thirty

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

including heatinf the asphalt and aggregate in batch mix plant by Nine 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 95700.00 Providing and laying Asphalt painting as wearing course using bitumen 54.54 Rupees Fifty Four Smt

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

road surface etc. complete as per Technical Specifications.(RA-12) Only

11 4913.33 Road marking with hot applied thermoplastic paints with reflectrorising 367.73 Rupees Three Smt

glass beds on bitumin surface providing and laying hot applied Hundred Sixty

thermoplastic compound 2.5 mm thick including reflectorsing glass beds Seven & Seventy

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

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 2457.00 Cat Eye: Supplying raised pavemen markers of polycarbonate and ABS 326.23 Rupees Three Nos

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

beds lens) capable of providing total internal reflection of the light entering Six & Twenty

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

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 4840.00 Providing and laying mountable type Central Verge including casting of 361.65 Rupees Three Rmt

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

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

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

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 1760.00 Painting With enamal paint(Two Coat) including priming coat on new 72.58 Rupees Seventy Smt

surface with ,brushing ,interior to give even shade including cleaning the Two & Fifty Eight

surface an even shade including cleaning the surface of all dirt, dust and Paise Only

other foreign matter

15 Supplying and fixing reinfored concrete heavy duty non-pressure pipes 0.00 Rupees / Only

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 600.00 Class NP 3 of 300 mm dia. 649.93 Rupees Six Rmt

Hundred Forty Nine

B 1200.00 Class NP 3 of 450 mm dia. 1176.49 Rupees One Rmt

Hundred Seventy

Six & Forty Nine

C 1000.00 Class NP 3 of 600 mm dia. 1952.00 Rupees One Rmt

Hundred Fifty Two

D 900.00 Class NP 3 of 900 mm dia. 3446.51 Rupees Three Rmt

Hundred Forty Six

& Fifty One Paise

E 1500.00 Class NP 3 of 1200 mm dia. 5530.95 Rupees Five Rmt

Hundred Thirty &

Ninety Five Paise

16 2630.00 Excavation for Foundation upto 3.0m depth including sorting out and 149.68 Rupees One Cmt

stacking of useful materials and disposing off the exavated stuff up to 50 Hundred Forty Nine

meter lead (A)Dense or hard Soil. & Sixty Eight Paise

17 1056.00 Providing and laying cement concrete 1:3:6 (1 Cement : 3 Coarse sand : 6 3005.76 Rupees Three Cmt

hand broken stone aggregate 40mm nominal size) and Curing complete Thousand Five &

excluding cost of formwork in (A) Foundation and plinth (up to 10 ton) Seventy Six Paise

18 1340.00 Providing and Casting in situ ordinary cement concrete M200 for R.C.C. 4443.29 Rupees Four Cmt

Raft and cutt off walls including necessary shuttering Thousand Four

laying,vibrating,ramming and curing complete.(B) Walls, fom top of Hundred Forty

foundation level upto floor two level (upto 10ton). Three & Twenty

Nine Paise Only

19 67000.00 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

20 15.00 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 3113.11 Rupees Three Nos

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

67-1977 pre treated with phospheting process & acid eteching; coated with Hundred Thirteen &

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

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 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.(B)High Intensity Grade

21 15.00 Direction Sign (Junction Board): Providing and fixing 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

- 67 - 1977. Pretreated with phoshpheting process and acid etching; coated Hundred Eighty

with one coat of epoxy primer and two coats of best quality epoxy paint; Seven & Fifty One

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.

22 15.00 Providing & fixing Village / Bump Ahead Sign boards made out of 2 mm 6397.44 Rupees Six Nos

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

1977. Pretreated with phoshpheting process and acid etching; with one coat Hundred Ninety

of epoxy primer and tow coats of best quality epoxy paint refectories with Seven & Forty Four

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.

23 9.00 Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc 7272.00 Rupees Seven Nos

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

plate of 45cm dia. Fabricated as per attached drawing, pre treated with Hundred Seventy

phospheting process painted with apoxy coating reflectorised with retro Two & Only

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

High Intensity Grade.

24 5.00 Cautionary Warning Sign :-Providing and fixing sing boards made out of 3342.18 Rupees Three Nos

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

design of IRC-67-1977. Pre treated with phospheting process & acid Hundred Forty Two

etching; coated with one coat of epoxy primer and two coats of best quality & Eighteen Paise

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

25 6.00 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

additional plate as per the attached drawing pre treated with phosphetingg Hundred Forty Six

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

26 10.00 Informatory Signs :-Providing and fixing sing boards made out of 2mm 3741.45 Rupees Three Nos

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

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

coat of epoxy primer and two coats of best quality epoxy paint; reflectorised & Forty Five Paise

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

27 10.00 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2423.74 Rupees Two Nos

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

attached (IRC) pretreated with phospheting process & acid etching; coated Hundred Twenty

with one coat of epoxy primer and two coats of best quality epoxy paint; Three & Seventy

Four 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

28 10.00 Give Way Sign :-Providing and fixing sing boards made out of 2mm 3342.18 Rupees Three Nos

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

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

etching; coated with one coat of epoxy primer and two coats of best quality & Eighteen Paise

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

29 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. complete

Estimated Amount put to tender

(Rs.Thirty One Crore Sixty Six Lac Sixty Three Thousand Eight Hundred Ninety Eight 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.