Construction of Mumnavas Vajapur to District Border Road 0+000 to 4+250 km, Dist : Mehsana. (Resurfacing, Strenghthening, CC Road, Protection Work and Road Furnishing Work) ( Second Attempt)

Name of Work : Name Of Work :- Construction of Mumnavas Vajapur to District Border Road 0+000 to

4+250 km, Dist : Mehsana. (Resurfacing, Strenghthening, CC Road, Protection Work and Road Furnishing

It. No. Description of item Quantity Unit Total Amount

It. No. Description of item Quantity Unit Total Amount

In Figures In words

1 Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of Rupees One

subgrade in layers at O.M.C. to required dry density including filling the Hundred Seventy

depression which occur during the process using power roller 8T to Seven and Paise

10T.(E) From Borrow area within 3.0KM. lead (26004EA) Ninety One Only

2 Scarifying existing bituminous surface to a depth of 50 mm by

mechanical means Hydraulic excavator (Scarifying the existing

bituminous road surface to a depth of 50 mm and disposal of scarified 12596.25 Smt. 6.16

Paise Sixteen Only

material with in all lifts and lead upto 1000 metres.) [nh sor(3.15 i)

3 Dismantling of Cement Concrete Pavement (Dismantling of cement

concrete pavement by mechanical means using Hydraulic Excavator and Rupees Four

stock piling at designated locations and disposal of dismantled materials 1146.75 CMT 460.13 Hundred Sixty and

up to a lead of 1000 metres, stacking serviceable and unserviceable Paise Thirteen Only

materials separately)

4 Construction of Grannular sub base of in by providing GSB Gr - I

coarse graded material using B.T Metal 26.5mm to 53 mm @ 35 %

,26.5mm to 4.75mm 45% & Below 2.36mm 20 % in uniform layer with Rupees Seven

motor grader on prepared surface mxing by mix in place method with Hundred Eighty Nine

vibratory roller to achive the desired density complete as per close 401. and Paise Forty Two

5 Providing and compacted Quarry spall for hard side shoulder on road

site including collection of material spreading, rolling of watering etc. 920.00 CMT 408.14 Hundred Eight and

complete as directed.(RA-3) Paise Fourteen Only

6 Supplying and fixing reinforced concrete heavy duty non-pressure 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 74.50 Rmt. 1190.05

Hundred Ninety and

laying (to level or slopes) of class NP3 of following internal Paise Five Only

daimeters.(ii) 450mm dia. (26089BA)

7 Providing and laying cement concrete1:3:6 (1-Cement : 3- coarse sand : Rupees Two

6- hand broken stone aggregates 40 mmnominal size) and curing Thousand Nine

complete excluding cost of formwork in. (05003A) 419.75 CMT 2968.91 Hundred Sixty Eight

and Paise Ninety

8 Providing and casting in site Controlled cement concrete M-300 for

average 250 mm thick as directed including compacting with surface Rupees Five

mechanical screed vibrating, mechanical floater, chennaling form work

1049.38 CMT 5538.35 Hundred Thirty

and grooving including filling asphalt filer joint Excluding dowel bar, tie Eight and Paise

bar expansion, construction and contruction joint as per insruction Thirty Five Only

engineer in charge.

9 Providing TMT Bar FE 500 D reinforcement for R.C.C.work including Rupees Seventy

bending,binding and placing in position complete upto floor two level. 20987.50 kg 77.29 Seven and Paise

(05014C) Twenty Nine Only

10 Clearing & Grubbing road land including uprooting rank vegation grass Rupees Twenty

bushes shrabs saplings and trees girth up to 300 mm removal of stumps Eight Thousand

of trees cut earlier and disposal of unserviceable materials.( C ) By 2.30 Hect. 28455.09 Four Hundred Fifty

Mechanical Means Light Jungle (26117C) Five and Paise Nine

11 Providing and laying 50 mm thick compacted bitumenous macadam

(BM) using crushed stone aggregate as per MORT & H gradation a &

VG-30 grade bitumen [with VG-30 as tack coat 2.5 kg/10smt ] at the

rate of 3.40% by weight of total mix (i.e. 34kg/mt by wt. of total mix)

for binding including heating and mixing the asphalt and aggregates by

1525.00 MT. 2565.40 Hundred Sixty Five

continuous drum mix plant and transporting the mix and spreading the and Paise Forty

same by paver finisher and consolidation with vibratory road roller Only

including using all necessary equipments, tools, plants, including cost of

all materials, firewood, oil, lubricants, labour charges etc. complete.

12 Providing and laying 25 mm thick compacted S.D.B.C with B.T. stone

chips as per MORT & H gradation and asphalt VG - 30 for mixing at

the rate of 5.00 % by weight of total mix i.e (50.00 kg/MT by weight of

total mix) including heating the asphalt and aggregates by continuous

drum mix plant & spreading the same by paver finisher including rolling

725.00 MT. 3158.78 Hundred Fifty Eight

& consolidation with 10-12 tones vibratory and power roller & and Paise Seventy

providing all materials, equipments, tools & plants, fire wood, oil, Eight Only

kerosene, labour charges etc. and using contractor's own machineries

drum mix plant and paver finisher etc. complete.

13 Excavation for foundation in hard murrum and boulders and very stiff or

sticky, clays and other similar strata including shoring and strutting and Rupees Six Hundred

dewatering as necessary and disposing of the excavated stuff as directed 166.31 Cmt. 611.35 Eleven and Paise

. Thirty Five Only

14 Providing and filling in foundation with ordinary Cement concrete M- Rupees Three

100 mix and providing necessary vertical pin headers including Thousand One

formwork, vibrating, ramming and curing complete. 4.28 Cmt. 3149.40 Hundred Forty Nine

(It No.27012A) and Paise Forty

15 Providing and filling in foundation with cement concrete M-150 mix Rupees Three

and providing necessary vertical pin headers including Thousand Five

formwork,vibrating,ramming and curing complete. 116.95 Cmt. 3587.76 Hundred Eighty

(It No.27013A) Seven and Paise

Seventy Six Only

16 Supplying and fixing reinforced concrete heavy duty non pressure

pipes with collars for culverts including setting and jointing the Rupees Three

pipes in cm 1:2 watering and laying (To level of slope ) of I.S class

15.00 Rmt. 3469.26 Hundred Sixty Nine

NP-3 casted by vertically vibrated technology of following internal and Paise Twenty

diameters. in mm : 900 mm dia. Six Only

17 Numbering the C.D.work with approved paint including all materials Rupees Fifty Eight

for paintings etc. complete. 4.00 No. 58.80 and Paise Eighty

(It No.26086) Only

18 Providing and placing in position for T.M.T.(FE 500D) bar

reinforcement (I.S.I. Mark) for following items including cutting, Three Thousand

bending, hooking and lying complete as per detailed drawing. 0.34 MT. 73858.69 Eight Hundred Fifty

(It No.27109) Eight and Paise

Sixty Nine Only

19 Providing and laying weep hole in abutment and returning by using

Rupees Eighty Six

A.C. pipes of 100mm diameter including laying in proper grade and

90.00 No. 86.73 and Paise Seventy

jointing etc. complete as per detailed specifications. Three Only

20 Providing Yellow and Black Patta ( three coat) including distempeing

(Three coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even

shade, over and including a priming coat with distemper primer of Rupees Ninety One

approved brand and manufacture after thoroughly brushing the surface 45.81 Smt 91.42 and Paise Forty Two

free from mortar dropping and other foreign matter and also including Only

preparing the surface even and sand papered smooth as per instruction

of Engineer Incharge.

21 Demolation of Brick work and stone masonry including stacking of Rupees Three

serviceable materials and disposal of unserviceable materials with all Hundred Seventy

lead and lift. (i) In Lime Mortar.(It No.20003A) Three and Paise

Forty Four Only

22 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 Rupees One

including necessary reinforcement as per I.R.C. type design in C.C. Thousand Two

1:4:8 including letter and paints etc. complete (For N.H., S.H. and 5.00 No. 1293.39 Hundred Ninety

M.D.R.) (26048). Three and Paise

Thirty Nine Only

23 Providing and fixing Hectometer as per I.R.C. type design including

painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10 (26044b) 18.00 No. 356.50 Hundred Fifty Six

and Paise Fifty Only

24 Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

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

be level, uniform and free from streaks and holes. zebra patta /bump Rupees Three

patta lane/center line/ edge line/cut patta. The white color marking Hundred Sixty

should provide liminance coefficinet on cemend road shalll be min 130 Seven and Paise

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the Seventy Two Only

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. (26161)

25 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised

Pavement Markers made of polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face and shall support 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 20 mm, 130 mm and 130 mm and with minimum Rupees Three

reflective area of 13 Sqcm on each side and the slope to the base shall Hundred Twenty Six

be 35 +/- 5 degree. The strength of detachment of the integrated and Paise Twenty

cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not Three Only

less than 30+/- 2 mm) from the body is to be a minimum value of

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 the IRC 35-2015 and as directed by Engineer-in-charge.

26 Cautionary Warning Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with one

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

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from 16.00 No. 3906.19

Hundred Six and

suitable size iron angle of 35 x 35 x 3mm; painted with best quality Paise Nineteen Only

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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product

27 Village name Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60

cms. rectangular as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

2.00 No. 6397.43 Hundred Ninety

painted with best quality epoxy coatings in black and white bends. the Seven and Paise

details of symbol or inscription / numerals for each board shall be as per Forty Three Only

the instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective sheeting 26101b.

28 Regulatory / Mandatory Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required Rupees Three

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; Thousand Five

painted with best quality epoxy coatings in black and white bends. The Hundred Forty and

details of symbol for each board shall be as per the instruction of Paise Twelve Only

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60 Cms. for each leg including excavation, curing etc.

complete under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting. 26094b.

29 Direction (Junction) Sign :-Providing and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size

244x122 cms. rectangular as per design of IRC-67-2012. Pre treatedwith

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long Rupees Twenty One

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as Thousand Two

required and frame fabricated from suitable size iron angle of 8.00 No. 21287.51 Hundred Eighty

50x50x5mm; painted with best quality epoxy coatings in black and Seven and Paise

white bends. The details of symbol for each board shall be as per the Fifty One Only

instruction 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 warranty for

7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

30 STOP Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size

cms. Octagonal as per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand Rupees Six

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required Thousand Seven

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; 1.00 No. 6704.36 Hundred Four and

painted with bestquality epoxy coatings in black and white bends. The Paise Thirty Six

details of symbol for each board shall be as per the instruction of Only

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 warranty for

7 years for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B)

31 District Limit sign Board- Providing and fixing of District Limit sign

board as per instruction. Two ACP sheets of 3 mm thick, of 900 mm x

750mm size fixed at top & bottom duly rivetted with MS angles of 25 x

25 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of

5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of 600mm x 600mm x

75mm, below ground level. The letters & figure of any shade

2.00 No. 10718.12 Hundred Eighteen

reflectorised with High Intensity Prismatic Grade Retro Reflective and Paise Twelve

Sheeting of Type-4 as per ASTM D- 4956 and latest MORD Only

specifications; All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per drawing

Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

32 Excavation for foundation in sand, gravel, clay soft soils and murrum

etc. including shoring, strutting dewatering as necessary and disposing Rupees Five

of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 175.94 Cmt 511.46 Hundred Eleven and

100m for 10 Cum Paise Forty Six Only

(R&B SOR It. No. 27007A)

33 Demolation and disposal of unserviceable materials with all lead and Rupees Six Hundred

lift.(i) Lime Concrete.(R&B SOR It. No. 20001B) Twenty Two and

Paise Thirty Seven

34 Providing and Casting in situ controlled Cement Concrete M-200 for

R.C.C. Raft and cutt-off walls including necessary shuttering laying, Thousand Three

vibrating, ramming and curing complete. 15.93 Cmt 4390.78 Hundred Ninety and

(R&B SOR It. No. 27014A) Paise Seventy Eight

35 Filling available excavated earth (excluding rock) in trenches. plinth, Rupees One

sides of foundations etc. in layers not exceeding 20 cm. in depth Hundred Thirty Six

consolidating each disposited layer by ramming and watering. and Paise Ninety

(R&B SOR It. No. 04006) Two Only

36 Providing and casting in situ controlled cement concerte M- 250 For

Pier, abutment and return as per drawing including , centering,

shuttering scaffolding where necessary laying vibrating curing and 114.64 Cmt 5104.55

Hundred Four and

finishing complete. Paise Fifty Five Only

37 Providing and casting in-situ controlled cement concrete M-400 for Rupees Five

average 100mm thick wearing coat laid as directed including tamping, Thousand Four

vibrating finshing curing and filling in joints with bitumen complete. 5.60 Cmt 5494.94 Hundred Ninety

(RA 2) Four and Paise

Ninety Four Only

38 Providing and casting in-situ ordinary cement concrete M 150 for

approach slab including formwork, curing and finishing complete. Thousand Six

Hundred Forty Five

and One Paisa Only

39 Providing and casting in-situ controlled cement concrete m 250 for Rupees Five

approach slab including formwork curing and finishing complete. Thousand One

(RA 3) 8.40 Cmt 5194.50 Hundred Ninety

Four and Paise Fifty

40 Providing and placing in for T.M.T. Fe-500D bar rienfocement (I.S.I. Rupees Seventy

Mark) including cutting, bending, hooking and tying complete as per Three Thousand

detailed drawing.(for solid slab, Dirt wall) 5.38 MT 73243.02 Two Hundred Forty

(It no 27113) Three and Paise

41 Providing and casting in situ controlled cement concrete M-400 for Rupees Five

crash barrier including formwork curing and finishing, complete. Thousand Eighty

(RA 4) Four and Paise

42 Providing G.I. 100mm diameter water spout including necessary Rupees Five

iron gratings as per drawing. Hundred Thirty Six

(It no 27098A) and Paise Three

43 Providing Pre-moulded asphalt filler joints as per smt 20mm thick. Rupees Seven

(RA 5) Hundred Sixty and

Paise Eighty Six

44 Providing and laying filter media 600 mm thick as directed at the back

of abutments, returns walls as per detailed specifications. Thousand Two

(It no 27004AA) 46.00 Smt 1238.93 Hundred Thirty

Eight and Paise

Ninety Three Only

45 Providing and filling sand behing abutments and between returns in Rupees Four

layers as directed. Hundred Forty Eight

(It No 27005) and Paise Fifty Four

46 Providing and fixing 20 cm X15cmX2.50cm size year plate of marble Rupees Two

stone set in cement mortar 1:4 including finishing engraving letters etc. Hundred Seventy

complete. Nine and Paise Sixty

(It no 26085) Nine Only

47 Supplying & laying of bi-axial extruded high modulus polypropylene

geogrid conforming to MORT&H specification for base/sub-base

reinforcement having minimum tensile strength 30kN/m in the

longitudinal and transverse direction, with 10.5kN/m and 21kN/m

Hundred Forty Six

tensile strength at 2% and 5% strain respectively in the longitudinal and 28.00 Smt 246.44

and Paise Forty

transverse direction, junction efficiency not less than 95% and with Four Only

38mm X 38mm mesh opening.

(NH SOR It no 7.5 iii)

48 Dismentaling the existing structure including removing snd stacking the

dismentelled material as and there directed. 1.98 Cmt 886.05 Hundred Eighty Six

(It no 27001A) and Paise Five Only

Total Bid Price (in Figure)

Rupees Two Crores Two Lakhs Sixty Nine Thousand Seven Hundred Thirty and

Paise Thirty Five Only

I/We am/are willing to carry out the work at ___________% above/below the (percentage should bewritten in figure and words only) Estimated rates as

mentioned above,amount of my/our tender works out as under.

Estimated Amount Estimated Amount

Put to Tender: RS. Put to Tender: RS.

Net : RS. Total : RS.

In Words RS. In Words RS.

(Please Strike out whichever is not applicable)

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

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

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

4 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.

Dy. Executive Engineer Executive Engineer

R&B Sub Division R & B Division

Signature of contractor Visnagar Mehsana