Construction of New Major Bridge and Approach road at Junagadh- Bhesan road ch.34/00 to 36/00 (Uben river)

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

1 Clearing and grubbing road land including uprooting rank 1.00 Hectare 34889.37

vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials(A) By mechanical means in area of light jungle

2 Diversion of water course, providing cofferdam and bund or island 8.00 EACH 30300.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (V)

3 Marking out the center line of the Bridge and various other 1.00 L.S 50500.00

component structures and complete lining out and leveling with

theodolite, levels,including constructing necessary masonory pillars

for lines and levels and establishing nesessary bench marks etc.

complete as directed.

4 Cutting of Trees, including Cutting of Trunks, Branches and Removal 10.00 Nos. 1054.44

(Removal of stumps, roots, stacking of serviceable material with all

lifts and up to a lead of 1000 metres and earth filling in the

depression/pit.)

5 Carry out Geo-technical investigation work including exploratory 50.00 Rmt 5050.00

drilling of 150mm dia bore holes in all sorts of soil, ordinary rock and

hard rock, upto maximum depth as mentioned, collecting

undisturbed samples and conducting standard penetration tests

alternate at an interval of 1.5m.depth, conducting necessary

laboratory tests for all type of classification and determination of soil

parameters like density, shear and consolidation parameters if

required, including submission of report in three copies covering

investigation data and recommendation for SBC and the pile

capacity considering the design criteria, all as per specification.

Including of submitting soil investigation report in three sets in hard

copy as well soft copies and all materials with contractor's labour,

tools & plants, machineries, as required, The Geotech bore locations

shall be provided by consultant,The rate is including of all taxes.

• For Water Portion

5a Carry out Geo-technical investigation work including exploratory 75.00 Rmt 2020.00

drilling of 150mm dia bore holes in all sorts of soil, ordinary rock and

hard rock, upto maximum depth as mentioned, collecting

undisturbed samples and conducting standard penetration tests

alternate at an interval of 1.5m.depth, conducting necessary

laboratory tests for all type of classification and determination of soil

parameters like density, shear and consolidation parameters if

required, including submission of report in three copies covering

investigation data and recommendation for SBC and the pile

capacity considering the design criteria, all as per specification.

Including of submitting soil investigation report in three sets in hard

copy as well soft copies and all materials with contractor's labour,

tools & plants, machineries, as required, The Geotech bore locations

shall be provided by consultant,The rate is including of all taxes.

• For Land Portion

6 Excavation for foundation in hard murrum and boulders and very 2084.92 Cu.m. 611.32

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

7 Excavation in large boulders and soft rock by welding including 1585.30 Cu.m. 716.55

shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

8 Excavation in hard rock by dry-wet blasting and chiselling including 729.24 Cu.m. 1675.31

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed.(B)

prohibited Blasting work.

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

9 Providing and filling PCC in foundation with ordinary cement 161.62 Cu.m. 3715.63

concrete M15 grade including formwork, vibrating, ramming,

compaction, leveling, curing, etc. complete.

10 Providing and casting in-situ Reinforced Cement Concrete M30 893.24 Cu.m. 4551.99

grade controlled cement concrete in pier, abutment & retaining

walls foundations (piers, abutments and retaining wall shall be cast

in single lift or as per direction of Engineer in charge) etc. using 6mm

to 20mm machine crushed well graded stone aggregate, sand of

approved quality, OPC53 grade cement (with contractor's own

concrete mix design as approved) etc. complete.

11 Providing and filling trenches of Labour charges - Excavator in rocky 1959.17 Cu.m. 3715.63

strata with ordinary cement concrete M-15

12 Providing and casting in-situ Reinforced Cement Concrete M30 458.05 Cu.m. 5491.67

grade controlled cement concrete in pier, abutment, returns &

retaining walls (piers, abutments, returns and retaining wall shall be

cast in single lift or as per direction of Engineer in charge) etc. using

6mm to 20mm machine crushed well graded stone aggregate,

sand of approved quality, OPC53 grade cement (with contractor's

own concrete mix design as approved by R&B Junagadh,) etc.

complete. The rate is inclusive of all materials, including necessary

mixing in fully automatic batch mix plant, transport, curing, vibrating,

placing in position, scaffolding, staging, shuttering, formworks,

deshuttering carefully, making good the damages,fixing

embedment, inserts, pockets, wherever necessary, with all lead and

lift with contractor's labour,tools & plants, machineries, as required,

with F3 type exposed concrete finish and form mark. Any

honeycombing / Undulation found shall be rectify to match F3 class

Note:- Rates in items shall include cost of providing grooves,

chamfers, moulding, cut-out etc. in formwork. The work will include

placing in position of necessary fixtures, sleeves for various purposes,

etc. complete as per drawings, specifications and as directed by

the Engineer in charge. The rate shall also include preparation of

construction joints as per specifications and provide approved wire

mesh/weld mesh at such location as approved by the Engineer-in-

charge or as shown in drawings.

Height from 0 to 5m

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

12a Providing and casting in-situ Reinforced Cement Concrete M30 76.89 Cu.m. 5818.08

grade controlled cement concrete in pier, abutment, returns &

retaining walls (piers, abutments, returns and retaining wall shall be

cast in single lift or as per direction of Engineer in charge) etc. using

6mm to 20mm machine crushed well graded stone aggregate,

sand of approved quality, OPC53 grade cement (with contractor's

own concrete mix design as approved by R&B Junagadh,) etc.

complete. The rate is inclusive of all materials, including necessary

mixing in fully automatic batch mix plant, transport, curing, vibrating,

placing in position, scaffolding, staging, shuttering, formworks,

deshuttering carefully, making good the damages,fixing

embedment, inserts, pockets, wherever necessary, with all lead and

lift with contractor's labour,tools & plants, machineries, as required,

with F3 type exposed concrete finish and form mark. Any

honeycombing / Undulation found shall be rectify to match F3 class

Note:- Rates in items shall include cost of providing grooves,

chamfers, moulding, cut-out etc. in formwork. The work will include

placing in position of necessary fixtures, sleeves for various purposes,

etc. complete as per drawings, specifications and as directed by

the Engineer in charge. The rate shall also include preparation of

construction joints as per specifications and provide approved wire

mesh/weld mesh at such location as approved by the Engineer-in-

charge or as shown in drawings.

Height from 5m to 10m

13 Providing and casting in-situ Reinforced Cement Concrete M30 225.27 Cu.m. 5572.17

grade controlled cement concrete in pier cap, abutment cap & dirt

wall using 6mm to 20mm machine crushed well graded stone

aggregate, sand of approved quality, OPC53 grade cement (with

contractor's own concrete mix design as approved by R&B

Junagadh,) etc. complete. The rate is inclusive of all materials,

including necessary mixing in fully automatic batch mix plant,

transport, curing, vibrating, placing in position, scaffolding, staging,

shuttering, formworks, deshuttering carefully, making good the

damages,fixing embedment, inserts, pockets, wherever necessary,

with all lead and lift with contractor's labour,tools & plants,

machineries, as required, with F3 type exposed concrete finish and

form mark. Any honeycombing / Undulation found shall be rectify to

match F3 class finish.

Note:- Rates in items shall include cost of providing grooves,

chamfers, moulding, cut-out etc. in formwork. The work will include

placing in position of necessary fixtures, sleeves for various purposes,

etc. complete as per drawings, specifications and as directed by

the Engineer in charge. The rate shall also include preparation of

construction joints as per specifications and provide approved wire

mesh/weld mesh at such location as approved by the Engineer-in-

charge or as shown in drawings.

14 Providing & laying weep hole in Aburtments, and returns by using 339.84 Each 61.47

A.C. pipe of 100mm including laying in proper grede and jointing

the completed as per detailed specification.

15 Providing and fixing metal expansion joints as per drawings. Details 104.00 Rmt. 2013.95

of expansion joint 50 x 50 x 6mm size two IS and 100 x 6mm MS plate

with 6 x 20 x 25mm long hold fast @ 50 cm / cc on both sides of

expansion joints.

16 Providing and laying Tar Paper below solid slab of approved and as 163.20 Sqm. 42.93

directed by engineer in charge.

17 Providing flood gauge marks on substructure as per design including 11.51 RMT 156.34

painting complete.

18 Providing masonry steps with cement pointing on approaches on 60.00 STEPS 230.50

both ends as directed.

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

19 Providing and laying filter media 600mm thick as directed at the 339.84 Sq.m. 1239.35

back of abutments, returns and wing walls as per detailed

specifications.

20 Providing and casting in-situ Reinforced Cement Concrete M30 809.93 Cu.m. 6040.16

grade controlled cement concrete in Solid Slab using 6 mm to

mm machine crushed well graded stone aggregate, sand of

approved quality,OPC 53 grade cement with contractor's own

concrete mix design as approved by client ,etc.complete as per

The rate is inclusive of all materials, including necessary mixingin fully

automatic batch mix plant, transport, curing, vibrating, placing in

position, scaffolding, staging, shuttering, formworks, deshuttering

carefully, making good the damages,fixing embedment, inserts,

pockets, wherever necessary,with all lead and lift with contractor's

labour, tools & plants, machineries, as required, with F3 type

exposed concrete finish and form mark. Any honeycombing /

Undulation found shall be rectify to match F3 class finish.

21 Providing and casting in situ controlled cement concrete M-40 for 109.20 Cu.m. 7490.16

average 100 mm thick wearing coat laid as directed dincluding

tamping, vibrating, finishing, curing and fillingin joints with bitumen

22 Providing and casting in-situ Reinforced Cement Concrete M 30 46.80 Cu.m. 5423.03

grade with 20mm down coarse aggregate at any level including

shuttering, mixing with batching plant, placing in position,

consolidating with mechanical vibrators, curing, deshuttering

carefully, making good the damages, fixing embedment, inserts,

pockets, wherever necessary as directed for Approach Slab

including all leads and lifts etc. complete as per specification and

23 Providing and placing in position FE 550D bar reinforcement for 89.32 Tonne 73858.69

following items including cutting bending hooking and tying

complete as per detailed drawing.For well :- curb, staining, cap and

23a Providing and laying in position FE 550D TMT bar reinforcement 72.50 Tonne 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following.(A) Piers (B) Abutments (C) R.C.C.

Returns (D) Retaining wall

23b Providing and laying in position FE 550D TMT bar reinforcement 34.59 Tonne 73858.69

including cutting, bending, hooking and tying complete as per

detailed for the following. (A) Abutment cap & Dirt wall. (B) Pier Cap.

23c Providing and placing in position FE 550D TMT bar reinforcement 129.56 Tonne 74728.50

including cutting, bending, hooking, and tying complete as per

detailed drawing.(A) Solid Slab. (B) Crash Barrier (C) Wearing Coat

23d Providing and fixing in position FE 550D TMT bar reinforement 12.13 Tonne 73243.02

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Approch slab.

24 Providing and casting in-situ Reinforced Cement Concrete M40 167.32 Cu.m. 5291.93

grade controlled cement concrete in crash barrier using 6mm to

20mm machine crushed well graded stone aggregate, sand of

approved quality, OPC53 grade cement (with contractor's own

concrete mix design as approved by R&B Junagadh,) at any height

including centring, shuttering, mixing with batching plant,placing in

position, consolidating with mechanical vibrators, curing,

deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as directed with

F3 / U3 type exposed concrete finish and form mark as directed by

Engineer-in-charge, including all leads and lifts etc. complete as per

specification and drawing.

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

25 Providing G.I. 100mm diameter water spouts including necessary 16.80 Each 536.03

iron gratings as per drawings.

26 Providing Pylon consist of cast-in-situ concrete of M30 grade 2.00 Each 5141.91

exposed finish as per drawing and as directed by engineer

incharge. Rate includes providing required shuttering and form work

but excluding stone slab & carving. (Reinforcement shall be paid in

respective item.)

27 Providing and fixing marble slab including transporting ,engraving 2.00 Each 865.21

and painting all complete. (ii) Size 60cm x 60cm x 40mm

28 Material and Labour for applying two or more coats of 100 % 4000.73 Sqm. 401.98

Premium Acrylic emulsion paint having VOC less than 50 gm/litre

and UV resistance as per IS:15489:2004, Alkali & Fungal resistance,

Dirt Resistance Exterior Paint oof required shade (Company Depot

Tinted) with Silicon Additives @ 1.43 litre / Sqm over and including

priming coat of exterior primer applied @ 0.90 litre/10 sqm over new

29 Providing and casting in situ controlled cement concrete M-30 114.61 Cu.m. 5133.34

for Kerb beside footpath including formwork curing and finishing,

30 Providing and fixing mild steel dowel bars of minimum 32mm dia. for 230.40 Rmt. 450.07

anchoring by drilling holes in foundation strata including necessary

bending, hooking of dowel bars and grouting the holes complete as

per detailed drawing and as directed.

31 Providing and fixing in position Mild steel dowel bars in pier caps or 64.00 Nos. 341.29

abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

32 Providing and fixing in position Mild steel dowel bars in pier caps or 64.00 Nos. 399.70

abutments caps for anchorage in free end as per detailed drawing

including cutting, bending and welding complete.

33 Providing, Designing , Supplying and Installation of Extruded Bi-Axial 574.20 Sqm 107.26

Polypropylene 30kN Geogrid including all Labours & Etc. Complete

as directed by Engineer-In-Charge

34 Providing and filling sand behind abutments and between returns in 6895.05 Cum 562.08

layers as directed

35 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a 458.42 Rmt. 4145.04

"Thrie" metal 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

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,

546 mm long complete as per clause 811)

36 Providing fusion bonded Epoxy coating not less than 175 micron 101.43 MT 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(A) 10mm to 16 mm dia bar.

37 Providing fusion bonded Epoxy coating not less than 175 micron 236.67 MT 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(A) 20mm to 32 mm dia bar

38 Providing and Casting in situ controlled Cement Concrete M-200 for 24.68 Cum. 4620.41

toe walls including necessary shuttering laying, vibrating, ramming

and curing complete.

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

39 Earthwork for embankment including breaking clods, dressing with 325.78 Cum. 177.91

all lead and lift and including watering rolling and consolidation of

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

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3 KM. lead

40 Providing and laying Pitching on slopes laid over prepared filter 109.82 Cum. 1127.16

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

41 Providing and laying Filter material underneath pitching in slopes 53.39 Cum. 923.78

complete as per drawing and Technical specification

42 Carrying out load test of super structure as directed including all 200.00 MT 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

43 Earthwork for embankment including breaking clods, dressing with 1153.00 Cum. 169.28

all lead and lift and including watering rolling and consolidation of

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

the depression which occur during the process using power roller 8T

to 10T.(E) From Borrow area within 3.0KM. lead 100mm extra taken

for stage construction

44 Construction of granular sub-base by providing close graded 462.00 Cum. 1972.53

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

45 Prime coat (Providing and applying primer coat with bitumen 2829.00 Sqm 69.69

emulsion on prepared surface of granular Base including clearing of

road surface and spraying primer at the rate of 0.70 kg/sqm using

mechanical means.)

0 Tack Coat on Cement concrete pavement (Providing and applying 0.00 Sqm 19.19

tack coat with bitumen emulsion using emulsion pressure distributor

at the rate of 0.30 to 0.35 kg per sqm on the prepared bituminous

surface cleaned with mechanical broom.)

46 Wet Mix Macadam laying Using Mechanical Paver (Providing, 540.00 Cum. 2124.03

laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material

by tipper to site, 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.)

47 providing and lying 110 mm D.B.M with B.T. Aggregate as per 728.00 MT 3365.32

MORT&H specification with VG-40\ For Tack coat @ 2.5 Kg. /10 Sqm.

With mechanical sprayer & bitumen VG-40 grade for mixing @

Kg./MT. i.e. 4.5% by total weight of mix heating and mixing the

aggregate & asphalt in Drum mix plant and transporting to site and

spreding the same by sensor paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plant, fire wood, oil, kerosene, labour charges etc. Complete using

contractor's own machinery batch mix plant & sensor paver finisher

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

48 Providing And lying 40mm thick bituminous concrete on exisitng 289.00 MT 3755.18

bituminous surface and using specification graded machine

crushed with 5.50 % bitumen VG-40 grade by Wt. of total mix as per

specification MORT&H including mixing of asphalt with B.T. chips in

Drum mix plant transporting same as by paver finisher and

consolidation the same with pair of 8 tonnes to 10 tonnes vibratory

roller to achive desire density and including VG-40 grade bitumen,

cost of emulsion, cost of required tools, plants, all machineries,

equipment fire wood, oil, kerosene, charges etc complete,

49 Road marking with hot applied thermoplastic paints with 114.00 Sqm. 367.72

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 patta lane/center line/ edge line/cut

patta. The white color marking should provide liminance coefficinet

on cemend road shalll 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 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.

50 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 549.00 Sqm. 706.93

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 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. Complete.

51 Regulatory / Mandatory Sign :-Providing and fixing sign boards 12.00 Nos. 4618.73

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

foreach board shall be as per theinstruction 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 10 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-C

Type-11 Retro Reflective sheeting

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

52 Cautionary Warning Sign :-Providing and fixing sign boards made out 8.00 Nos. 5077.27

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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of 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

foreach board shall be as per theinstruction 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 10 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-C

Type-11 Retro Reflective sheeting

53 Direction (Junction) Sign :-Providing and fixing sign boards made out 4.00 Nos. 26572.09

of 2mm aluminium 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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr

long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 50 x

50 x 5mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per

theinstruction 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 10 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-C Type-11 Retro Reflective

54 Chevron sign :-Providing and fixing sign boards made out of 8.00 Nos. 4681.35

1.5mmaluminium sheet / 3mm ACP (Aluminum composite Panel);

size60x50 cm as per design of IRC-67-2012. Pre treated

withphospheting process & acid etching; coated with one coat of

epoxyprimer and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

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

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm; 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 10 years for the Retro reflective sheeting

from originaa 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-C Type- 11 Retro

Reflective sheeting

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

55 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 142.00 Nos. 217.40

made of 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

D 4280 Type H and complying to Specifications of Category A of

MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The

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

mm and with minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and accurate placement

and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Seven Crores Eleven Lakh Sixty Eight Thousand One Hundred Five Rupees and Five Paise Only.

Name of Work - CONSTRUCTION OF NEW MAJOR BRIDGE AND APPROACH ROAD AT

JUNAGADH-BHESAN ROAD CH-34/0 TO 36/0 (UBEN RIVER)

Construction Division :-ROAD & BUILDING DIVISION, JUNAGADH

Sr Item of work Quantity Unit Estimated Total Amount in

Sr Item of work Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

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

Dedu Rs. Deduct…….. Rs.

Net Rs. % Above

In words…. In words….

*( please strike out whichever is not applicable)

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

City R&B sub division R&B Division

Junagadh Junagadh

1 contractor shall exhibit a board with detailed specifications and details of work as directed by the

Engineer-in-Charge for which No Extra Payment shall be made

2 Labour Cess will be deducted as per prevailing rules i.e. 1% of the work done

3 and Income tax TDS will be deducted at source while making payments of bills

4 all RCC items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. P.C.C.-10-2017- Cement

consumption/16/C Dt. 11.05.2017 as stated in S.O.R. therefore in RCC items 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 tenders

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

City R&B sub division R&B Division

Junagadh Junagadh