Bridge Work

Sr Quantity Unit Estimated Total Amount in Rs

Sr Quantity Unit Estimated Total Amount in Rs

No. Rate in Rs.

1 Clearing and grubbing road land including 1.04 Hector 34889.38

uprooting rank vegetation grass

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

removal of stumps of trees cut earlier and disposal of

unserviceable materials

(D) By mechanical means in area of thorny jungle

2 Dismentaling the existing structure including 4515.00 Cum. 932.65

removing and stacking the dismentelled materials as

and where directed. (A) RCC Work

3 Dismentaling the existing structure including 1228.20 Cum. 410.89

removing and stacking the dismentelled materials as

and where directed. (B) Rubble Masonry

4 Steel work/Structural steel 6000.00 Kg 3.76

5 Dismantling of any type of kerb / Divider (Taking out 354.00 Rmt. 13.13

existing kerb/ divider including removal of rubbish

etc., disposal of unserviceable material and staking

of divider/ kerb as per direction of engineer in

charge with inclusion of all leads and lifts.

6 Marking out the center line of the Bridge and various 3.00 Job 75750.00

other 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.

7 Diversion of water course, providing cofferdam and 6.00 Nos 30300.00

bund or island as may be necessary for foundation

and maintaining the same for the period as may be

8 Diversion of water course, providing cofferdam and 6.00 Nos 30300.00

bund or island as may be necessary for foundation

and maintaining the same for the period as may be

(F) Abutment Left (including returns/wing walls)

9 Carry out Geo-technical investigation work including 85.00 Rmt. 5050.00

exploratory 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

10 Carry out Geo-technical investigation work including 100.00 Rmt. 2020.00

exploratory 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

11 Providing flood gauge marks on substructure as per 32.70 Rmt 156.53

design including painting complete.

12 Excavation for foundation in hard murrum and 5238.40 Cum. 613.08

boulders and very stiff or sticky, clays and other

similar strata including shoring and strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

13 Excavation in large boulders and soft rock by 1421.00 Cum. 719.06

welding including .shoring, strutting and dewatering

as necessary and disposing of the excavated stuff as

14 Excavation in hard rock by dry-wet blasting and 1324.00 Cum. 1681.07

chiselling including dewatering preparing

foundation base by proper benching and stepping

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

prohibited Blasting work.

15 Carting of excavated material such as murrum, 4435.13 Cum. 112.74

earth, kapachi, gravel, brickbats, kankar, debris,

sand, dismantled material, including loading,

unloading, stacking etc. complete at non

objectional place as directed by engineer in

(a) Lead above to 5 Km and Up to 10 Km

16 Empty boring through all sorts of strata for providing 495.00 Rmt. 5863.39

1.20 Mt. diameter R.C.C. bored piles to required

depth required depth including providing necessary

casing pipe with all plants and equipments as

required complete.

17 Providing steel Liner for curbs and steining for wells 23.56 M.T. 47323.73

including fabricating and setting out as per detailed

drawing as directed. Thickness of M.S.Liner as

approved by engineer in charge.

18 Providing and laying controlled cement concrete M- 559.83 Cum. 4937.96

35 for R.C.C. bored piles of 1.20 Mt. diameter

including ramming, vibrating and finishing complete.

19 Chipping and dressing of the RCC piles upto cut off 36.19 Cum. 932.65

level including cleaning of reinforcement and

removal of dismantled materials etc. for providing

pile caps as directed by Engineer and as per

specifications.

20 Carrying out load test on any pile as per standard 625.00 M.T. 187.38

procedure laid down in the IS:2911 specification

including construction of test cap, dismantling the

cap after test and cleaning the site and maintaining

complete records of load settlement as directed by

Engineer and as per specification, and submission of

Load testing of foundation piles including loading

with necessary kentledge or any other suitable

method as directed.

• (Initial Pile Load Test on piles) (With Anchor Pile &

Surface Preparation)

21 Load testing of foundation piles including loading 1.00 Nos. 35767.11

with necessary kentledge or any other suitable

method as directed.

22 Pulse Echo Test (PET) for integrity testing of piles with 32.00 Nos. 1818.00

contractor’s men, materials and machines. The rate

includes cost of Inspection of site, preparation of pile

head and any other unforeseen cost required for the

test, submission of reports in triplicate as per

satisfaction of the Engineer in Charge.

23 Providing and filling in foundation with ordinary 719.65 Cum. 3674.07

Cement concrete M-15 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

24 Providing and Casting in situ controlled Cement 524.28 Cum. 5136.86

Concrete M-35 for R.C.C. Pile cap Foundation

including necessary shuttering laying, vibrating,

ramming and curing complete.

25 Providing and casting in-situ Reinforced Cement 2402.12 Cum. 4543.37

Concrete M35 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, 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.

26 Providing and filling trenches of Labour charges - 449.25 Cum. 3674.07

Excavator in rocky strata with ordinary cement

27 Providing and fixing mild steel dowel bars of 606.00 Rmt. 450.07

minimum 32mm dia. for 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.

28 Providing and casting in situ controlled cement 1999.10 Cum. 5476.36

concrete M-35 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (1) Piers (2) Abutment (3) RCC return (A)

Height from 0.0 M to 5.0 M.

29 Providing and casting in situ controlled cement 757.82 Cum. 5797.21

concrete M-35 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (1) Piers (2) Abutment (3) RCC return (A)

Height from 5.0 M to 10.0 M.

30 c) Height Above 10.0 M to 15.0 M. 3.55 Cum. 6596.94

31 Providing and casting in situ controlled cement 578.29 Cum. 5557.02

concrete M-35 for R.C.C. work in pier cap,abutment

cap and dirt wall of required size below bearings as

per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating,

curing and finishing complete. (A) Pier Cap,

Abutment Cap & Dirt wall incl. Inspection Platform

32 Providing and casting in situ controlled cement 57.79 Cum. 5636.81

concrete M-40 for pedestal and arresters of required

size below bearings as per detailed drawings,

centering, shuttering, scaffolding, wherever

necessary, laying vibating, curing and finishing

complete. (A) Pedestals & Seismic Arresters in M-40

33 Providing and placing in position FE 550D bar 294.18 M.T. 80773.74

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing. (A) For Pier, Abutment and

Retaining wall Open Foundations.

34 Providing and laying in position FE 550D TMT bar 417.20 M.T. 80773.74

reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns

35 Providing and laying in position FE 550D TMT bar 123.86 M.T. 80773.74

reinforcement including cutting, bending, hooking

and tying complete as per detailed for the following.

(A) Abutment cap & Dirt wall (B) Pier

36 Providing and placing in position FE 550D TMT bar 117.73 M.T. 80773.74

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing.

R.C.C. bored piles

37 Providing and fixing in position fully moulded 1751040.00 Cu.Cm. 0.90

restrained elastometric Bearings as per detailed

38 Providing and filling sand behind abutments and 38365.22 Cum. 552.22

between returns in layers as directed

39 Providing & laying weep hole in Abutments, and 2290.00 Nos. 87.07

returns by using A.C. pipe of 100mm including laying

in proper grede and jointing the completed as per

detailed specification.

40 Providing and laying - Fitter Media 600mm thick 2289.40 Sqm. 1279.96

directed at the back of abutments, returns and wing

walls as per detailed specifications.

41 Providing and casting in situ or precast controlled 2142.25 Cum. 7695.93

Cement Concrete M-45 for prestressed concrete

work in Super structure including centering,

shuttering, curing, scaffolding, ramming, vibrating,

finishing, lauching or shifting complete.(I) Solid

Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm or

42 Providing and placing in position FE 550D TMT bar 365.61 M.T. 80773.74

reinforcement including cutting, bending, hooking,

and tying complete as per detailed drawing.(B) PSC -

I / T-Beam and Deck slab type of superstructure (I)

Deck slab (II) Main and cross Girder

43 Providing and fixing in position to exact profile high 47.00 M.T. 72402.66

tensile steel wires of required ultimate strength

including bending, cutting, tying providing

necessary standard and anchorages, sheathing,

stressing, grouting, ducts as per detailed drawing

including necessary plant and machinery complete.

44 Strip Seal Expansion Joint : Providing and laying of a 136.00 Rmt. 1733.16

strip seal expansion joint catering to maximum

horizontal movement upto 80 mm, complete as per

approved drawings and standard specifications to

be installed by the manufacturer/supplier or their

authorised representative ensuring compliance to

the manufacturer's instructions for installation as per

LATEST IRC SP-69 Codal provisions.

45 Providing and fixing the continuity arrangement in 68.00 Rmt. 8444.61

deck slab as per the detailed drawing with fixtures,

componenets, filler etc. complete as directed by

Engineer in charge.

46 Providing and casting in situ controlled cement 299.60 Cum. 4703.57

concrete M-40 for average 100 mm thick wearing

coat laid as directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with bitumen

47 Providing and fixing in position FE 550D TMT bar 151.04 M.T. 80773.74

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb.

(B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

48 Providing and fixing in postion premolded Asphalt 162.73 Sqm. 703.53

filler joints as per drawing .

49 Carrying out load test of super structure as directed 860.00 M.T. 169.92

including all necessary materials plant equipement,

instruments, labour and arrangements for test

50 Providing and casting in situ controlled cement 320.14 Cum. 5208.10

concrete M-40 for Crash Barriers & Friction slab

including formwork curing and finishing, complete

51 Providing and casting in situ controlled cement 178.32 Cum. 5410.12

concrete concrete M-35 for approach slab including

formwork curing and finishing complete.

52 Providing and erecting a "W" metal beam crash 454.38 Rmt 3496.62

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 long

complete as per

53 Providing and casting in situ controlled cement 292.05 Cum. 5049.51

concrete M-30 for Kerb beside footpath including

formwork curing and finishing, complete.

54 Providing and casting in situ controlled cement 30.00 Cum. 4899.51

concrete M-25 for architectural pylons including

necessary formwork, vibrating, curing and finishing

55 Providing and fixing in position FE 550D TMT bar 6.00 M.T. 80773.74

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) Pylon

56 Providing G.I. 100mm diameter water spouts 51.60 Each 536.03

including necessary iron gratings as per drawings.

57 Providing & laying approved make Double walled 1002.20 Rmt. 72.72

corrugated pipes (DWC) of polyethylene

(conforming to IS14930 II) with necessary connecting

accessories of same material at required depth in

existing trench for laying of cable. below

ground/road surface for enclosing cable

(A) 50 mm outer dia

58 Providing and applying one coat Epoxy Phenolic 11085.42 Sqm. 401.98

primer of DFT 50 micron and two coats of Epoxy

Phenolic coating of DFT 100 microns each or any

other equivalent epoxy coating system to all

concrete surfaces exposed to atmosphere in

substructure and superstructure including cost of

material, labour, transportation, scaffolding and

preparing the surfaces by cleaning, washing,

brushing, sand / grit blasting etc. complete and as

directed by Engineer and as per specification.

(Paint shall be got approved from Engineer and

tested from approved laboratory).

59 Painting Two Coats on New Concrete Surfaces 2037.66 Sqm. 92.92

(Painting two coats after filling the surface with

synthetic enamel paint in all shades on new

plastered concrete surfaces)

60 Providing and fixing marble slab including engraving 6.00 Nos 1012.65

and painting complete.(i) Size 75cm x 60cm x 4cm.

61 Providing, Designing , Supplying and Installation of 10825.81 Sqm 141.40

Extruded Bi-Axial Polypropylene 40kN Geogrid

including all Labours & Etc. Complete as directed by

Engineer-In-Charge

62 Providing fusion bonded Epoxy coating not less than 444.19 M.T. 10162.62

175 micron 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

63 Providing fusion bonded Epoxy coating not less than 1033.44 M.T. 7296.24

175 micron 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.

(B) 20mm to 32 mm dia bar

64 Fabricating, supply and erecting in position Standard 148.94 Quintal 3849.13

Structural steel sections conforming to IS 2062 for

railing, gates of underspace or other works using

ISMB, ISA, ISMC, MS plate, flat, square bars, pipe,

square pipe ,etc. including welding, cutting,

wastage, etc. complete.

The rate is inclusive of welding road, supply & fixing

of correct size nut, bolts, washers, paint, with all

contractor's materials, labour, tools & plants, in

bolted / welded construction as directed by

Engineer-in-Charge.

Anticorrosive paint must be applied before applied

any paint. The rate shall inclusive of providing and

applying Epoxy Coating of approved shade, brand

and manufacture on new structural steel work with

one coat of 30 micron (DFT) of Epilux 4 Zinc Rich

primer of Berger Paint India Ltd or equivalent as

primer and Two coat each of 35 micron (DFT) of

Epilux 84 High Gloss CR enamel of Berger Paint India

Ltd or equivalent at all levels. (Total DFT is

30+35+35=100 microns)

The waste cut pieces shall not be included in the

paying quantity.

65 Providing And lying 40mm thick bituminous concrete 685.44 M.T. 5940.82

on exisitng 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 continuous batch mix plant

transporting same as by paver finisher and

consolidation the same with pair of 8 tonnes to

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

66 Providing and applying primer coat with vg-10 and 7140.00 Sqm. 100.76

spraying emulsion with spray set fitted on

mechenical bouzer using emulsion at the rate of

kg/ 10 Sqm. On wmm surface Incl. cleaning the

surface etc. complete

67 Providing and lying 50mm D.B.M with B.T. Aggregate 785.40 M.T. 5027.78

as per MORT&H specification with vg-10 For Tack

coat @ 2.5 Kg. /10 Sqm. With mechanical sprayer &

bitumen VG-40 grade for mixing @ 45 Kg./MT. i.e.

4.5% by total weight of mix heating and mixing the

aggregate & asphalt in continuous batch 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 etc.

68 Providing and laying 50mm thick bituminous 848.23 M.T. 4116.76

macadam B.T. aggregate as per MORT&H

specification and VG-40 for tack coat @ 2.50 kg./10

smt. With mechanical sprayer & bitumen grade VG-

40 for mixing @ 34kg/mt. i.e. 3.40% by weight of total

mix including heating and mixing the aggregate &

asphalt in continuous batch mix plant 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 drum mix plant & paver finisher etc

69 Providing, laying, spreading and compacting stone 1999.20 Cum. 899.91

aggregate for Wet Mix Macadam (as per table 400-

12 and 400-13) specification including premixing the

material with water to OMC in wet mix plant as per

approved design mix, carriage of mixed material by

Tipper to site, laying in uniform layers with motor

grader/Front end Loader/paver finisher, in sub base/

base course on a well prepared under base and

compacting with vibratory roller to achieve the

desired density including lighting, guarding,

barricading and maintenance of diversion etc.

(MoRTH specification : Clause 406 & Clause 112) by

mechanical means with all lead .

70 Construction of granular sub-base by providing 2552.04 Cum. 796.89

coarse graded material, 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 clause 401.By

mechanical means with all lead (Grade-I)

71 Earthwork for embankment including breaking clods, 4447.20 Cum. 236.07

dressing with all lead and lift (excluding watering

and consolidation)(E) From Borrow area within

Km. lead (For Subgrade)

72 Providing and fixing pre-cast Rubber Dye / steel Dye 369.00 Sqm. 704.07

inter locking 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.

73 Providing and fixing ordinary Kilometer stone of 6.00 Nos. 891.53

approved hard stone as per I.R.C. type design in

C.C. 1:4:8 including painting and lettering etc.

complete (For N.H., S.H. and M.D.R.)

74 Providing and fixing 5th Kilometer stone of approved 6.00 Nos. 1175.56

hard stone as per I.R.C. type design in C.C. 1:4:8

including painting and lettering etc. complete (For

N.H., S.H. and M.D.R.)

75 Providing and fixing Hectometer as per I.R.C. type 12.00 Nos. 356.50

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10

76 Cat Eye / Road Stud / RPM: Supplying Raised 529.00 Nos. 217.40

Pavement Markers 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 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 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.

77 Road marking with hot applied thermoplastic paints 447.00 Sq.mt 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as

per IRC:35- 2015. The finished surface to be level,

uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta.

The white color marking should provide liminance

coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

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

78 Supply of Swiss Type Bollard made out of 1.25 mm 12.00 Nos. 4242.00

thick M.S. sheet, total height 135 cm, the lower

portion is made in tapered circular section having

upper dia 15 cm and lower dia 20 cm with

attachment of one mandatory plate 7 mm thick &

fixed with the help of 7 cm long, 30mm dia chrome

plated M.S. tube this part is fixed on the body with

another attachment of a cap 30x7 cm. whole body

is processed in black stoving enamel and mandatory

plate in Azure blue, with one compulsory keep left

arrow with 10mm border reflective strip each of

cm on body complete in all respect.

79 Cautionary Warning Sign :-Providing and fixing sign 12.00 Nos. 5077.27

Providing and fixing sign boards made out of 2 mm

aluminium sheet / 4 mm ACP (Aluminium Composite

Panel); size 90 × 90 × 90 cms equilateral triangle as

per design of IRC-67-2012, pre-treated with

phosphating process and acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with Micro-Prismatic

Grade retro-reflective sheeting of Type-XI as per

ASTM D-4956 and latest MoRT&H specifications;

mtr long stand post of 75 × 75 × 6 mm / 65 NB circular

MS pipe as required and frame fabricated from

suitable size iron angle of 35 × 35 × 3 mm; painted

with best quality epoxy coatings in black and white

bands. The details of symbol for each board shall be

as per the instructions of the Engineer-in-Charge. The

fixing at site shall be in 1:2:4 cement concrete block

of size 45 × 45 × 60 cms for each leg, including

excavation, curing, etc., complete under the

supervision of the Engineer-in-Charge. A warranty for

10 years for the retro-reflective sheeting from original

manufacturer and a certified copy of 3-year outdoor

exposure test report from third-party test laboratory

for the product offered shall be submitted by the

contractor. (A) Class-C Type-XI Retro-Reflective

80 Regulatory / Mandatory Sign :- Providing and fixing 12.00 Nos. 4618.73

sign boards made out of 2 mm aluminium sheet /

mm ACP (Aluminium Composite Panel); size 60 cms

dia circle as per design of IRC-67-2012, pre-treated

with phosphating process and acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with Micro-Prismatic

Grade retro-reflective sheeting of Type-XI as per

ASTM D-4956 and latest MoRT&H specifications;

mtr long stand post of 75 × 75 × 6 mm / 65 NB circular

MS pipe as required and frame fabricated from

suitable size iron angle of 35 × 35 × 3 mm; painted

with best quality epoxy coatings in black and white

bands; 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 cement concrete block

of size 45 × 45 × 60 cms for each leg including

excavation, curing etc., complete under the

supervision of Engineer-in-Charge; a warranty for

years for the retro-reflective sheeting from original

manufacturer and a certified copy of 3-year outdoor

exposure test report from third-party test laboratory

for the product offered shall be submitted by the

contractor. (A) Class-C Type-XI Retro-Reflective

81 Providing and fixing STOP sign boards made out of 2 6.00 Nos. 7213.42

mm aluminium sheet / 4 mm ACP (Aluminium

Composite Panel), of size 900 mm octagonal, as per

the design and specifications of IRC-67:2012. The

board shall be pre-treated with phosphating process

and acid etching, coated with one coat of epoxy

primer and two coats of best quality epoxy paint,

and reflectorised with Micro-Prismatic Grade retro-

reflective sheeting, Class-C, Type-XI, conforming to

ASTM D-4956 and latest MoRT&H specifications. The

sign shall be fixed on a 3.6 m long support post

made of 75 × 75 × 6 mm square MS section / 65 NB

circular MS pipe, as required. The frame shall be

fabricated from 35 × 35 × 3 mm MS angle and

painted with best quality epoxy coatings in black

and white bands. The symbols and lettering on the

sign board shall be as per the instructions of the

Engineer-in-Charge. The sign shall be fixed at site in a

1:2:4 cement concrete foundation block of size 450 ×

450 × 600 mm for each leg, including excavation,

concreting, curing, and all incidental works,

complete under the supervision of the Engineer-in-

Charge. The contractor shall provide a 10-year

warranty for the retro-reflective sheeting from the

original manufacturer and submit a certified copy of

a 3-year outdoor exposure test report from a third-

party test laboratory for the product offered. (A)

Class-C Type-XI Retro-Reflective Sheeting

82 Facility Informatory Sign :-Providing and fixing sign 6.00 Nos. 5906.48

boards made out of 2mm aluminium 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

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

83 Direction (Junction) Sign :-Providing and fixing sign 12.00 Nos. 26572.09

boards made out 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 sheeting

84 Portable Barricade in Construction Zone (Installation 390.00 Rmt 3952.13

of a steel portable barricade with horizontal rail

mm wide, 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:55-2001 )

Twenty-six Crore Ninety-six Lakh Three Thousand Two Hundred Fourty Rupees and Nineteen Paise Only.

Deputy Executive Engineer Executive Engineer

Chikhli (R&B) Sub Division Navsari (R&B) Division

Chikhli Navsari

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

Chikhli (R&B) Sub Division Navsari (R&B) Division

Chikhli Navsari

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

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 Note:- Amount of Rs. 12,63,280.11 (RS Twelve

Consumption has been taken as per Govt. G.R. P.C.C.-10- Lacs Sixty Three Thousand Two Hundred Eighty

2017- Cement consumption/16/C Dt. 11.05.2017 as stated and Paise Eleven only) towards estimated credit

in S.O.R. therefore in RCC items there is a change as per value of dismentalling shall be recovered from the

Actual Mix Design the cost of difference of Cement 1st R.A. bill of this work irrespective of the quantity

Consumption have been deducted from the rate of Original actually receieved on site.

Item at the rate of input rate mentioned in all the tenders

Signature of Contractor:-

Deputy Executive Engineer Executive Engineer

Chikhli (R&B) Sub Division Navsari (R&B) Division

Chikhli Navsari