Widening and Strenthening to Morbi-Nani Vavdi-Bagathala Road Ch 2/000 to 22/650 (From 7 mt to 10 mt Carriageway) Dist.Morbi

Name of Work :- Widening and Strenthening to Morbi-Nani Vavdi-Bagathala Road Ch 2/000 to 22/650 (From 7 mt to 10 mt Carriageway)

=// Bill of Quantities //-

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

1 14.35 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, Hect 28455.09 #NAME?

sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light jungle.

2 737.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 930.35 #NAME?

materials as and where directed. (A) R.C.C. work

3 44.00 Dismentaling the existing structure including removing and stacking the dismentelled Cum 409.22 #NAME?

materials as and where directed. (B) Rubble Masonry

4 306.00 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and clamps Rmt 76.68 #NAME?

including stacking the materials with all lead and lift ( for any dia, of pipe)

5 5849.00 Excavation for foundation upto 1.5 m depth including sorting out and stacking of Cum 272.57 #NAME?

useful materials and disposing off the excavated stuff upto all lead & Lift.(B) Dense or

6 3919.00 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and Cum 295.10 #NAME?

stacking of useful materials and disposing off the excavated stuff upto all lead &

lift. (B) Dense or Hard soil

7 118764.00 Box cutting the road surface to proper slope and camber for making a base for road work Cum 109.24 #NAME?

including removing the excavated stuff and depositing on the road side slope as directed

8 292276.00 Embankment Construction with Material Obtained from Borrow Pits (Construction of Cum 150.66 #NAME?

embankment with approved material with effective CBR 8% obtained from borrow pits with

all lifts and leads, transporting to site, spreading, grading to required slope and compacting

to meet requirement of table 300-2)

9 26172.00 Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method Cum 1139.76 #NAME?

(Construction of granular sub-base by providing close graded Material, mixing in a

mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform

layers with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per clause 401) or grading-VI Material

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

10 20130.00 Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method Cum 1128.92 #NAME?

(Construction of granular sub-base by providing close graded Material, mixing in a

mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform

layers with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per clause 401) or grading-II Material

11 12559.00 Providing and laying compacted WBM 125 mm thick of grading I , B.T.M.C.metal of size Cum 1442.28 #NAME?

of size 45 to 90 mm in required layers including using 22% stone screening 13.20 mm size

and 7% stone dust as filler including spreading watering and consolidation by vibratory

roller etc complete.

12 13216.00 Providing and laying compacted WBM 125 mm thick of grading II , B.T.M.C.metal of size Cum 1232.38 #NAME?

of size 45 to 63 mm in required layers including using 13% stone screening 13.20 mm size

and 7% stone dust as filler including spreading watering and consolidation by vibratory

roller etc complete.

13 113767.00 Providing & laying priming coat with emulsion SS-1 grade and spraying emulsion with SqM 64.50 #NAME?

spray set fitted on mechanical bouzer using emulsion at the rate of 7.5 Kg./10 Sqm. On

WBM/WMM surface incl. cleaning the surface etc. complete.

14 559.00 Providing and laying 20mm thick Mix Seal Surface using B.T. chips as per M.O.R.T. & H. MT 3236.17 #NAME?

gradation type A and specification with VG-40 for mixing @ 45.00 Kg / M.T. i.e. 5.1 % of

total weight of mix using including heating and mixing the aggregate and asphalt in

continuous of Batch mix plant and hot laid process spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H. specification to achieve desire density,

including providing all materials equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery, drum mix plant and paver

finisher etc. complete.

15 15750.00 Providing and laying 37.5 mm thick Bituminous Macadam with B.T. aggregate as per MT 2972.43 #NAME?

M.O.R.T. & H. specification and using emulsion RS-1 as per IS 8887: for tack coat @

KG. / 10 Sq.m. with mechanical sprayer and Bulk asphalt VG-40 for mixing @ 34.00 KG. /

M.T. i.e. 3.40 % of total weight of mix including heating and mixing the aggregate and

asphalt in batch mix plant and hot laid process spreading the same by paver finisher and

consolidation with roller as per M.O.R.T. & H specification to achieve desired density,

including providing all materials equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery drum mix plant and paver

finisher etc. complete.

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

16 190900.00 Providing and laying coated GlassFibre GeoGrid, indigenously manufactured for pavement SqM 246.44 #NAME?

reinforcement. glass fiber Geogrid having 100 kN/m tensile strength which conform to the

requirements given in Table 4.14 of IRC:SP:59- 2019. Complete installation method by

rolling PTR after laying of Glass Fiber Geogrid self adhesive down towards surface and

then immediately use uniform tack coat / emulsion spraying as per project requirement

before laying final asphalt overlay. Minimum roll width 1.5 meter /2.0 meter or full lane

road width. As approved by engineer in charge only.

17 27497.00 Providing and laying 60.00 mm thick Dense Bituminous macadam (in two equal layers) with MT 3781.45 #NAME?

tack coat @ 10.0 Kg./ 10 Smt. & B.T. aggregate as per M.O.R.T. & H. specification and

Bulk asphalt VG-40 for mixing @ 45.00 KG. / M.T. i.e. 4.5 % of total weight of mix of

asphalt weight including heating and mixing the aggregate and asphalt in continuous of

batch mix plant and hot laid process spreading the same by paver finisher and consolidation

with roller as per M.O.R.T. & H specification to achieve desired density, including

providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery batch mix plant and paver finisher etc.

18 19128.00 Providing and laying 40 mm thick Bituminous Concrete with B.T. aggregate as per MT 3931.11 #NAME?

M.O.R.T. & H. asphalt Grade: VG-40 for mixing not less than 55.00 KG. / M.T. i.e. 5.5%

by weight of total mix including heating and mixing the aggregate and asphalt by

continuous of batch mix plant and hot laid process laying with paver finisher and

consolidation with Vibratory roller as per M.O.R.T. & H specification to achieve desire

density, including cost all materials equipments, tools and plants, oil, kerosene, firewood,

labour charges etc. complete using contractor's own machineries batch mix plant and paver

finisher etc. complete.

19 8591.00 Supplying, stacking ,spreading, rolling and watering Quarry Spalls as directed for side Cum 763.18 #NAME?

shoulder as directed with all lead & lift.

20 243.00 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including Cum 1083.81 #NAME?

and packing and filing in the interestices with quarry-spalls as directed.

21 4150.00 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off Cum 3772.18 #NAME?

walls including necessary shuttering laying, vibrating, ramming and curing complete.

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

22 2616.00 Providing and casting in situ controlled cement concrete M-250 for R.C.C. work in Cum 5373.16 #NAME?

superstructure including centering, shuttering scaffolding, ramming, vibrating curing and

finishing complete.(B) Balanced cantilever box type supersturcture. (II) Webs,Bottom

slabs and Diaphragms

23 134.18 Providing and laying in position FE 550D TMT bar reinforcement including cutting, MT. 73858.69 #NAME?

bending, hooking and tying complete as per detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Returns

24 34.00 Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft and cutt- Cum 4591.53 #NAME?

off walls including necessary shuttering laying, vibrating, ramming and curing complete.

25 324.00 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns Sqm 1239.35 #NAME?

and wing walls as per detailed specifications.

26 194.00 Providing parapet of ordinary cement concrete M-200 as per detailed drawings with Rmt 1195.43 #NAME?

necessary reainforcement including, shuttering, laying vibrating and finishing to line and

level complete.(ii) Cast in situ.

27 851.00 Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm Nos 86.70 #NAME?

including laying in proper grede and jointing the completed as per detailed specification.

28 64.00 Provding P.V.C. 100 mm diameter water spouts including necessary iron gratings as per Nos 159.37 #NAME?

29 30.00 Numbering the C.D. work with approved paint including all materials for painting etc. Nos 58.80 #NAME?

30 579.00 Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with SqM 833.10 #NAME?

paving grade bitumen meeting the requirements given in table 500-39, prepared by using

mastic cooker and laid to required level and slope after cleaning the surface, including

providing antiskid surface with bitumen precoated finegrained hard stone chipping of

mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of

cm center to center in both directions, pressed into surface when the temperature of surfaces

not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per

31 740.00 Providing laying (to level or slopes) and jointing reinforced concrete Light duty non- Rmt 1400.95 #NAME?

pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends

prepared for collar joints including testing of joints complete.(G) 600mm

32 190.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for Rmt 5560.01 #NAME?

culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal

daimeters.(vii) 1200mm dia.

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

33 60.00 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium No 3906.19 #NAME?

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 suitable size iron angle of 35 x 35 x

3mm; painted with bestquality 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 offered shall be submitted by

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

34 8.00 Village name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / No 6397.43 #NAME?

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; painted with bestquality 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 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) Class-B Type-4 Retro Reflective sheeting

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

35 14.00 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium No 21287.51 #NAME?

sheet / 4mm ACP (Aluminum composite Panel); size 244x122 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; 4.0mtr (2 Nos.) 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

50x50x5mm; painted with bestquality 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 offered shall be submitted by

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

36 24.00 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium No 12341.52 #NAME?

sheet / 4mm ACP (Aluminum composite Panel); size 150x90 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; 4.0mtr (2 Nos.) 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

x 35 x 3mm; painted with bestquality 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 offered shall be submitted by

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

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

37 200.00 Standard Delineator: Providing and fixing of Standard Metal Delineator consisting of No 1027.17 #NAME?

minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro

prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67

and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table

specification. The delineator shall be painted with powder coat of minimum 40 microns

thickness, on top of which retro reflective sheeting shall be pasted on both sides. The

structure shall be manufactured in roll forming process and shall have height not less than

800 mm above the ground, width not less than 100 mm and shall extend not more than

300mm below the ground while being installed. height of sheeting should be minimum

150mm whereas width of sheeting should not be less than 75mm (should be placed every

alternative 15cm). The front and back faces of the delineator should be curved with a radius

of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o

and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves.

The delineator shall have grooves across the length to make the reflective sheets vandal-

proof. The delineator is meant for application on gaps in median, traffic islands, dangerous

bends, roundabouts, narrow bridges etc. or as desired by site engineer

38 34.00 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet No 9867.07 #NAME?

/ 4mm ACP (Aluminum composite Panel); size 180x60 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; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm /

50NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality 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 offered shall be submitted by

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

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

39 74.00 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm No 4035.70 #NAME?

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 and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality 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 offered shall be submitted by

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

40 24.00 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium No 3990.64 #NAME?

sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms. rectangular as per design

of IRC-67-2012. Pre treated with phospheting process & acidetching; 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 suitable size iron angle of 35 x 35 x

3mm; painted with bestquality 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 offered shall be submitted by

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

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

41 300.00 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm No 3711.75 #NAME?

ACP (Aluminum composite Panel); size 60x50cm 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; 3.3 mtr 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

of35x35x3mm; painted with bestquality 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 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. (A) Class-B Type-4 Retro Reflective sheeting

42 54.00 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium No 3518.69 #NAME?

sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 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; 1.8mtr 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; painted with bestquality 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 offered shall be submitted by

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

43 18475.00 Road marking with Hot applied Thermoplast compound with reflectorising glass beads on SqM 367.72 #NAME?

bitumineous surface and laying of hot applied thermostatic compound 2.5mm thick

including reflectorised glass beads @ 250 grams / sq.mt. area, thickness of 2.5mm is

exclusive of surface applied glass beads as per IRC 35. The finished surface to be level

uniform and free form streaks & holes, With 2 Years Warrenty

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

44 4.00 Providing and fixing 5th kilometer stone of precast C.C. 1:2:4 including necessary No 1935.15 #NAME?

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc.

45 16.00 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary No 704.33 #NAME?

reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc.

46 80.00 Providing and fixing Hectometer stone of precast C.C. 1:2:4 including necessary No 356.50 #NAME?

reinforcement as per I.R.C. type design in C.C. 1:5:10 including painting and lettering etc.

47 380.00 Providing and fixing guard stone as per I.R.C. type design including white washing etc. No 103.56 #NAME?

complete.(i) Fixing in Earth

48 6518.00 Cat Eye : Supplying of Molded Twin Shanks Raised Pavement Markers made of No 326.23 #NAME?

polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No

Glass bead 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 D4280 Type H

and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-

97 - DO II Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 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 +/-5 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

manufacturer's recommendation and The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

49 1740.00 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal Rmt 4071.31 #NAME?

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 2 m high with 1.15 m below ground level, all steel parts and 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 space of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

50 177.00 Provision of an Reinforced cement concrete crash barrier at the edges of the road, Rmt 1379.66 #NAME?

approaches to bridge structures and medians, constructed with M-25 grade concrete with

HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at

expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved

drawing and at locations directed by the Engineer, all as specified

Amount in Words :

A FIXED Amount of total for Diversion credit ₹1,08,01,933.90 shall be recovered from running Bill in which dismental item will recorded for payment.

I / We am/are willing to carry out the work at ......................................................………………... % above / below (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. …………………… Put to tender Rs…………………..

Add……….. % above Rs. …………………… Deduct…….% below Rs…………………..

Total Rs. …………………… Net Rs…………………..

In words……………………………… In words……………………………………….

(Please strike out whichever is not applicable)

[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.

[2] The labourcess 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

[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 Contractor Deputy Executive Engineer Executive Engineer

Item Quantitie Item of Works Unit Estimated Rates Total Amount

Item Quantitie Item of Works Unit Estimated Rates Total Amount

No. Estimated Rs. in Rs. In Words Accourding to

Figure Estimated

R & B Sub Division R & B Division