Construction of New Bridge Place of Existing Bridge on Jamnagar Lalpur Porbandar Road, S.H, 27 Bet. Km. 25/00 to 26/00 on Sasoi River at Jamnagar, Gujarat

BILL OF QUANTITIES (BRIDGE WORK)

Sr. Item Description Qty. Unit Rate in Amount

1 Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, 1.55 Hect. 28455.09

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. (i.) Main Bridge

(ii.) Diversion Causeway (iii.) Road Resurfacing

2 Carry out complete alignment survey work using total station for the length and width as 1 Nos. 58075.00

decided by Engineer in charge for complete length of Bridge and additional length as

required. The width to be surveyed will be up to TP Boundary and beyond that as required,

including marking of TBM, its coordinates, station points, their coordinates, center line of

alignment, taking ground level details of existing structures, details of all utilities below GL,

manholes, catch pits, existing utility services, light poles, trees, over head electrical lines,

BSNL section pillar/ box, Torrent electrical boxes, including any number marked on them,

road dividers, foot paths, culvert, Bridge, etc. within complete working area and additional

areas/ lengths of service road, diversion etc as and where required. Rate includes fixing

necessary reference pillars , establishing benchmark, establishing foundation layout, pile, pile

cap, and pier coordinates, including submission of longitudinal sections, cross sections.

3 Fabrication & Installation of a steel portable barricade with horizontal rail 300 mm wide, 102 Nos. 3035.05

2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in

height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an

angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-

4 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of 959 Cum 403.75

dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable

materials separately) ii) By Mechanical means. A) Bituminous course (Main Bridge and

Other Structure)

5 Dismantling the existing structure including removing and stacking the dismantled

Sr. Item Description Qty. Unit Rate in Amount

materials as and where directed. (Main Bridge and Other Structure)

RCC Work 757 Cum 952.51

Structural Steel 21 MT 1955.71

6 Providing flood gauge marks on substructure as per design including painting complete. 30 Rmt 171.00

7 Diversion of water course, providing cofferdam and bund or island as may be necessary for 14 LS 50000

foundation and maintaining the same for the period as may be necessary.

8 Carryout Geo-technical investigation work including drilling 150 mm dia bore holes in all 10 Rmt 2149.28

sorts of soil, ordinary rock and hard rock, upto maximum depth as mentioned, collection

undisturbed samples and conduction standard penetration tests alternate at an interval of 1.5 to

2.0 m depth, conducting necessary laboratory tests for all type of classification and

determination of soil 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 per specification.1) The rate is inclusive of submitting soil investigation

report in three sets in hard copy as well soft copies.2) The rate is inclusive of all materials

with contractor's labour, tolls and plants, machineries, as required.3) The rate is inclusive of

all taxes including services tax. For upto 40Mt.

9 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, 3930 Cum 523.28

strutting dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth

upto 3.0 M. and lead upto 100m for 10 Cum (For Bridge, Approach)

10 Excavation in large boulders and soft rock by welding including shoring, strutting and 3931 Cum 733.62

dewatering as necessary and disposing of the excavated stuff as directed. (For Bridge,

Approach, Causeway, and Miscellaneous structure)

11 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing 1417 Cum 1715.19

foundation base by proper benching and stepping and disposing of the excavated stuff as

directed. (B) prohibited Blasting work. (For Bridge, Causeway, and Miscellaneous structure)

12 Providing and fixing mild steel dowel bars of minimum 32 mm dia. for anchoring by drilling 335 Rmt 450.07

holes in foundation strata including necessary bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing and as directed.

13 Providing and filling in foundation with ordinary Cement concrete M-15 mix and providing 453 Cum 3732.29

necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

14 Providing and Casting in situ Controlled Cement Concrete M35 for R.C.C. Raft footing and

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

Sr. Item Description Qty. Unit Rate in Amount

RCC in M35 for abutments,pier, Retaining wall, and gantry 1943.19 Cum 4954.24

15 Providing and placing in position FE 550D with FBEC bar reinforcement for following items 888 MT 82631.15

including cutting bending hooking and tying complete as per detailed drawing. For RCC Raft

& Open foundation, Pier, abutment, RCC Side wall. abutment cap & Dirt wall. Pier

Cap, Deck slab, Girders, R.C.C. Kerb, R.C.C. Approach slab, Wearing Coat, R.C.C

Architectural Pylon, Crash Barrier Retaining wall.

16 Providing and filling trenches of Labour charges - Excavator in rocky strata with ordinary 270 Cum 3674.15

cement concrete M-15.

17 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations 3060 Cum 137.47

etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming

18 Providing and casting in situ controlled cement concrete M-35 for R.C.C. component as per 960 Cum 5561.20

drawings including cantering shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. (1) Piers (2) Abutment (3) RCC side walls (4) Retaining wall

(A) Height Upto 5.0 M.

(B) Height 5.0M to 10.0M 295 Cum 5887.02

19 Providing and casting in situ controlled cement concrete M35 for R.C.C. work in pier cap, 480 Cum 5641.25

abutment cap, inspection platform slab and dirt wall including controlled cement concrete

M45 bed blocks or pedestals of required size below bearings as per detailed drawings,

centering, shuttering, scaffolding, wherever necessary, laying vibrating, curing and finishing

RCC (M-45) for Pedestals 80 Cum 5667.69

20 Structural steel work for inspection platform railing & Ladder ( Confirming to IS 4923- 20895 kg 131.83

1997) riveted, bolted or welded in builtup for all type sections, in framed work, including

cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all

complete as per the structural designs and directions of Engineer in charge.

21 Providing and applying anti-carbonation, anti fading, mold resistant, heat insulating, and 10910 Sqm 123.97

100% acrylic breathable decorative external waterproof coating of approved shade having

Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of

water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1,

tested for carbon dioxide diffusion resistance properties for coating materials and coating

systems for applied to open atmosphere surface of substructure as well as on superstructure as

per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution.

Sr. Item Description Qty. Unit Rate in Amount

22 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns 920 Sqm 1268.86

and wing walls as per detailed specifications.

23 Providing & laying weep hole in Abutments, and returns by using A.C. pipe of 100 mm 920 Nos. 88.76

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

24 Providing and filling sand behind abutments and between returns in layers as directed. 3082 Cum 516.43

25 Providing and fixing in position fully moulded restrained elastometric Bearings as per 2304000 Cucm 0.90

detailed drawings.

26 Supplying and laying of bi-axial extruded high modulus polypropylene geogrid having 3375 Sqm 338.00

minimum layer coefficient ratio as 1.3, junction efficiency not less than 90% and with 38mm

x 38mm mesh opening. The roll size shall be 50.0 x 3.95 m, at easily accessible location

including top and bottom, with all leads and lifts, manpower and machinery, materials, labour

etc. complete and as directed by Engineer - In - Charge.

27 Providing and casting in situ or precast controlled Cement Concrete M45 for prestressed 2020 Cum 7787.29

concrete work in Super structure including centering, shuttering, curing, scaffolding,

ramming, vibrating, finishing, launching or shifting complete. (I) PSC girder

28 Providing and fixing in position to exact profile high tensile steel wires of required ultimate 77 MT 72402.66

strength including bending, cutting, tying providing necessary standard and anchorages,

sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and

machinery complete.

29 Carrying out load test of super structure as directed including all necessary materials 150 MT 169.92

plant equipment, instruments, labour and arrangements for test directed.

30 Providing and casting in situ controlled cement concrete M40 for average 100 mm thick 230 Cum 5713.70

Wearing coat laid as directed including tamping, vibrating, finishing, curing and filling in

joints with bitumen complete.

31 Providing and casting in situ controlled cement concrete M30 for R.C.C Architectural Pylon 1 Cum 5124.46

including formwork curing and finishing, complete.

32 Providing and casting in-situ controlled cement concrete M40 for Crash barrier including 184 Cum 5283.05

formwork, curing and finishing complete.

33 Providing G.I. 100mm diameter water spouts including necessary iron gratings as per 116 Nos. 536.03

34 Providing and casting in situ controlled cement concrete concrete M30 for approach slab 80 Cum 5413.27

including formwork curing and finishing complete.

Sr. Item Description Qty. Unit Rate in Amount

35 Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x 2 Nos. 1012.65

36 Providing and laying of a strip seal expansion joint catering to maximum horizontal 150 Rmt 6358.70

movement upto 40 mm, complete as per approved drawings and standard specifications to be

installed by the manufacturer / supplier or their authorized representative ensuring compliance

to the manufacturer's instructions for installation.

37 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming 620 Rmt 217.15

to IS:14930-II) of 90mm O.D. with fittings and necessary connecting accessories of same

material at required depth for laying cable below footpath slab etc. complete as per

specification and as directed by Engineer.

38 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface 2835 Sqm 80.80

with synthetic enamel paint in all shades on new plastered concrete surfaces) - For inner face

of crash barrier

39 Road marking with hot applied thermoplastic paints with reflectorising glass beads on 1212 Sqm 367.72

bitumen 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 luminance coefficient 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 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. For Main Bridge, Approach, Diversion.

40 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers 330 Nos. 326.23

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.

Sr. Item Description Qty. Unit Rate in Amount

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 +/-

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 Kg.. 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. For Main Bridge, Approach,

41 Providing and laying precast RCC footpath slab in controlled cement concrete of M20 grade 460 Sqm 1100.81

(7.0 cm thickness including necessary reinforcement and providing and setting cement

chequered tiles in C.M. 1:5 as per drawing including necessary formwork, curing and

finishing complete.

42 Providing and casting in situ controlled cement concrete M-30 for Kerb/ kerb parapets 45 Cum 5124.46

including formwork curing and finishing, complete

43 Providing Precast or Cast in situ parapet of controlled cement concrete M30 as per detailed 310 Rmt 1361.48

drawings with necessary Fe550D grade Reinforcement, including shuttering, laying vibrating

and finishing to line and level complete.

44 Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes upto 460 Sqm 813.99

6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 (1-Lime putty

:1.5 coarse sand) or C.M. 1:6 jointed with neat cement slurry mixed with pigment to match

the shade of tiles including rubbing and polishing complete. (B) Dark shades using ordinary

45 Providing and casting in situ Ordinary plain cement concrete M-20 for Toe walls including 180 Cum 4159.75

necessary shuttering laying, vibrating, ramming and curing complete.

46 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam 855 Rmt 3468.34

crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above

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

centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm

Sr. Item Description Qty. Unit Rate in Amount

long complete as per clause 811). For approach, Diversion Causeway, and Miscellaneous

47 Providing and filling in foundation for W metal Crash barrier with ordinary Cement 14 Cum 4102.34

concrete M-20 mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

48 Box cutting the road surface to proper slope and camber for making a base for road work 2130 Cum 111.85

including removing the excavated stuff and deposit it as directed with all lead & lift .

49 Construction of granular sub-base (Grade - V) by providing coarse graded material, spreading 610 Cum 1185.69

in uniform layers with motor grader on prepared surface, mixing by mix in place method with

rotavator at OMC, and compacting with vibratory roller to achieve the desired density,

complete as per MoRTH clause

50 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (in 760 Cum 1229.10

two layers) 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, complete as per MoRTH clause

51 Providing and laying Dense Graded Bituminous Macadam in layers (single layer not more 3310 MT 3340.29

than 75 mm ) using BT stone chips as per MoRTH gradation and specification with Bitumen

Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 % of total weight

mix)including tack coat @ 2.5 kg/10 smt with Bitumen Emulsion (Rapid setting) and mixing

aggregate & asphalt by drum mix plant and spreading the same by sensor paver finisher

including rolling & consolidation with 10-12 tonne vibratory roller & providing all materials

equipment's tools & plants, fire wood, oil , kerossene,labour charges , using contractor 's own

machinery etc Complete as directed by engineer in charge as per MoRTH Specification

52 Providing and laying compacted Bituminous concrete using BT aggregate as per MORTH 1435 MT 3682.30

gradation ,specification and asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of

mix i.e. (5.40% of total weight mix) including heating and mixing aggregate & asphalt by

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

with 10-12 tonne vibratory roller, Tandem Roller ,PTR & providing all materials equipment's

tools & plants, fire wood, oil , kerosene, labour charges , using contractor 's own machinery

etc. Complete as directed by engineer in charge as per MoRTH Specification

Sr. Item Description Qty. Unit Rate in Amount

53 Providing and applying tack coat with Rapid Setting Bitumen Emulsion binder (RS- 1) @ 14965 Sqm 28.60

rate of 3 Kg./10 sq.m. of road surface using Emulsion pressure sprayer etc., cleaning the road

surface complete including cost of material labour etc complete as directed by engineer in

54 Providing and applying Prime coat with Slow Setting Bitumen Emulsion binder (SS- 1) @ 14965 Sqm 60.10

rate of 7.5 Kg./10 sq.m. of road surface using Emulsion pressure sprayer etc.,cleaning the

road surface complete including cost of material labour etc complete as directed by engineer

55 Flexible Median Marker : Providing and Fixing of Flexible Median Marker that are made of 92 Nos. 271.69

tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility

to provide high durability. The dimension of Flexible Median Marker should not exceed

cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth

shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic

used for molding the Flexible Median Marker should survive impact load of 5kg continuously

for 750 times at room temperature. The logo of the manufacturer shall be embossed on either

side of the body in the injection molding process. The Median Marker shall have flame like

shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than

Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements

as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The

retroreflective sheeting shall be one or both sides of the Flexible Median Marker and shall be

edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting

damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive

and grouting as recommended by manufacturer and Engineer in charge.

56 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium

alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense

type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per

clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles

and trusses of sections and type as per structural design requirements and approved plans)

Truss and Vertical Support 20 MT 74781.41

Aluminium alloy plate for over head sign 2 MT 591.86

57 Four (Two) Lane Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium 2 Nos. 20052.54

Sr. Item Description Qty. Unit Rate in Amount

sheet / 4mm ACP (Aluminium composite Panel); size 120x120 cms. square plus 120x60 cm

additional plate 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 mtr long

stand post (2 Nos.) 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 best quality epoxy coatings in black

and white bends. The details of symbol foreach 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 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

58 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 18 Nos. 3666.30

3mm ACP (Aluminium 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 1.8mtr

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 best quality epoxy coatings in black and

white bends. The details of symbol foreach 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 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

59 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 40 Nos. 4618.73

aluminium sheet / 4mm ACP (Aluminium 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

Sr. Item Description Qty. Unit Rate in Amount

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

60 Distance Informatory / Destination Sign :-Providing and fixing sign boards made out of 8 Nos. 20918.11

2mm aluminium sheet / 4mm ACP (Aluminium composite Panel); size 180x120 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 sheeting

61 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8 Nos. 10671.66

4mm ACP (Aluminium 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.1 mtr

long stand post (2 Nos.) of 50 x 50 x 5mm / 50NB 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 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 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

Sr. Item Description Qty. Unit Rate in Amount

62 Men at work (2' x 2') sign :-Providing and fixing sign boards made out of 2.0 mm aluminium 24 Nos. 4962.13

sheet / 4 mm ACP(Aluminium composite Panel); size 60cm x 60cm square 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; 3.3 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

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

63 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 4 Nos. 3856.90

x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint;

reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR).

64 Providing and fixing 100 mm diameter GI longitudinal and vertical runner pipe conduits 100 Rmt 202.00

including cost of all materials, labour, fixing in true line and level, including bends, fixtures,

specials etc. complete with all lifts and leads etc. as per specifications and as directed by

65 Demarcation of road alingment including marking out road line by providing and fixing 0.16 Km 2,706.50

wooden pegs or steel rod of required size at every 25 M to 50 M. including excavating

trenches ion both sodes of 0.30 m. x 0.30M. including supplying of labours and all materials

for every work etc complete.

66 Providing & laying rubble soling (hand packing) on prepared surface and filling interstice 160.00 Cum 1,027.17

Sr. Item Description Qty. Unit Rate in Amount

with sand including all material ,spreading ,watering etc. completed as directed. (Rubble

67 Providing and casting in situ controlled cement concrete M-20 for R.C.C. return as per 1040.00 Cum 5,217.59

drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete.(A) Height from 0.0 to 5.0 M.RCC return (Head Wall)For

Diversion Causeway and Miscellaneous structure

68 Providing and laying in position FE 550D TMT bar reinforcement including cutting, 55.70 M.T. 73,858.69

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

For Diversion Causeway and Miscellaneous structure

69 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for 140.00 Rmt 6,621.26

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (vi) 1200 mm dia.

70 Earthwork for embankment including breaking clods, dressing with all lead and lift and 2353.00 Cum 182.14

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

71 Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading 660.00 Cum 137.67

the stuff, embankment as and where directed within 200meters from the end of the cutting

with all required lead and lift.

72 Construction of granular sub-base (Grade - III) by providing coarse graded material, 835.00 Cum 897.64

spreading in uniform layers with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with vibratory roller to achieve the desired

density, complete as per MoRTH clause

73 Providing and laying Plain Cement Concrete (providing and laying cement concrete base 70.00 Cum 3,732.29

Course over a prepared sub-base with coarse and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in a druming plant, transported

to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,

finishing and curing.)

74 Providing and casting in situ controlled trimix cement concrete M-300 for 200mm thick 90.00 Cum 6,093.33

Sr. Item Description Qty. Unit Rate in Amount

Wearing Coats as directed including providing and laying M.S. side rail of road thickness

with necessary nut bolts plates fixing as per width applying plate vibrator (elcetric or diesel

on channel compressor with vacumme dewatering system by using all necessary equipment

and materials and machinery such running erected vibrator on prelaid M.S. channel for

leveling vacuum pump floating and power travelling using Floor hardner of Approved make,

cutting the joints at regular interval and with filling the joints with bitumen as directed by

Engineer In charge

75 Providing and laying compacted WBM 150 mm thick of grading I , B.T.M.C.metal of size of 540.00 Cum 1,250.38

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

76 Providing and laying compacted WBM 150 mm thick of grading II , B.T.M.C.metal of size of 540.00 Cum 1,239.27

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

77 Men at work (Folding) sign :-Providing and fixing sign boards made out of2.0 mm aluminium 4.00 Each 3,507.73

sheet / 4 mm ACP (Aluminium composite Panel); size 60x60 x 60cm equilaternal triangular 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; 3.3 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting.

78 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 34.00 Each 5,077.27

/ 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

Sr. Item Description Qty. Unit Rate in Amount

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.

79 Providing and filling in foundation for W metal Crashbarrier with ordinary Cement concrete 29.00 Cum 5,124.46

M-20 mix and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

80 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and 353.00 Each 217.40

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 130 mm and

with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be

+/- 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.

81 Providing & laying 22.5 cm thick dry rubble stone pitching on side slope on existing 480.00 Sqm 606.00

earthwork on murrum bed 7.50 cm thick & filling interstic with murrum & providing Flush

pointing in CM 1:3 etc complete including curing & preparing slope in Earth work as directed

by Engineer In-charge.

82 Supplying , stacking, spreading , rolling and watering Hard Murrum as directed for side 1300.00 Cum 330.24

shoulder as directed with all lead & lift.

83 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 8365.00 Sqm 42.59

stacking useful materials on road side and disposing off remaining stuff.

84 Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design

as per IRC:8-1980, fixing in position including painting and printing etc). -

Ordinary Kilometer stone (Precast) 6.00 Each 1,920.01

Sr. Item Description Qty. Unit Rate in Amount

Hectometer stone (Precast) 28.00 Each 599.94

85 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 32 Nos. 4681.35

(Aluminum composite Panel); size 60x50 cm 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; 3.3 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.

86 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 6 Nos. 5906.48

sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 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; 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.

87 Dismantling the existing structure including removing and stacking the dismantled materials

as and where directed.

Stone/Rubble Work 460.00 Cum 418.97

Sr. Item Description Qty. Unit Rate in Amount

Structural Steel

88 Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for 120.00 Rmt 4710.56

culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (iv) 900 mm dia.

89 Providing and filling in foundation with ordinary Cement concrete M-20 mix and providing 202.00 Cum 4102.34

necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

(A) CC Encasing.

I/We am/ are willing to carry out the work at …..................% above/ below percent (should be written in figure and words) of the estimated rate mentioned above. Amount of

my / our works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct ….......% below Deduct ….......% above

In words In words

* (Please strike out whichever is not applicable)

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

2 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture,

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

4 Credit Value of Dismantle material Rs 2,81,302.00 will be recovered from 1st RA bill of contractor.

5 The bituminous work shall be carried out by the contractor or as under by utilizing.

6 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-61-S dated 27-11-2008 attached with tender

7 [jar dar7IAaene +.Aeees.3I. ne lgtI sUcna tarIq É-Ï-ÊÈÉÏ 4I +.Aees.3I krma5qu> lagu pDtu> hae[ te @yane raqI [jardar7IAe 3eNDr wrva Ane pa054I 3eNDrma>

+.Aes.3I na kar`e na`a>kIy war` Aavel 0e, tevI rjUAat g/aHy raqvama> Aavxe nih>, teemj raJy srkar ¹ara Aa A>gena kae[ ivvadne @yane levama> Aavxe nih>

8 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.

9 GST and Income tax TDS will be deducted at a source while making payments of bills.

10 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

R&B Sub Division, R&B Department,

Jamjodhpur Jamnagar