Bridge Work

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

1 Clearing and grubbing road land including uprooting rank 0.51 Hector 28455.09

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

removal of stumps of trees cut earlier and disposal of unserviceable

(C) By mechanical means in area of light jungle

2 Clearing and grubbing road land including uprooting rank 0.51 Hector 34889.38

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

removal of stumps of trees cut earlier and disposal of unserviceable

(D) By mechanical means in area of thorny jungle

3 Dismentaling the existing structure including removing 1134.00 Cum. 932.65

and stacking the dismentelled materials as and where

(A) RCC Work (RCC Structures including cleaning, straightening and

3b Dismentaling the existing structure including removing and stacking 170.10 Cum. 410.89

the dismentelled materials as and where directed. (B) Rubble

3c Steel work/Structural steel Dismentling steel work including 3000.00 Kg 3.76

distemparing and staking the material with all lead and lift.

4 Dismantling of any type of kerb / Divider (Taking out existing kerb/ 126.00 Rmt. 13.13

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.

5 Marking out the center line of the Bridge and various other 1.00 Job 75750.00

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.

6 Diversion of water course, providing cofferdam and bund or island 7.00 Nos 30300.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary.

7 Diversion of water course, providing cofferdam and bund or island 2.00 Nos 30300.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary.

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

8 Carry out Geo-technical investigation work including exploratory 20.00 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

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

8a Carry out Geo-technical investigation work including exploratory 20.00 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

9 Providing flood gauge marks on substructure as per design including 26.25 Sq.m. 156.53

painting complete.

10 Excavation for foundation in hard murrum and boulders and very 5360.89 Cum. 613.08

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

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

11 Excavation in large boulders and soft rock by welding including 3962.18 Cum. 719.06

.shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

12 Empty boring through all sorts of strata for providing 1.20 Mt. 293.00 Rmt. 5863.39

diameter R.C.C. bored piles to required depth required depth

including providing necessary casing pipe with all plants and

equipments as required complete.

13 Providing steel Liner for curbs and steining for wells including 27.66 M.T. 47323.73

fabricating and setting out as per detailed drawing as directed.

6mm Thick M.S.Liner

14 Providing and laying controlled cement concrete M-35 for R.C.C. 325.72 Cum. 4937.96

bored piles of 1.20 Mt. diameter including ramming, vibrating and

finishing complete.

15 Chipping and dressing of the RCC piles upto cut off level including 21.49 Cum. 932.65

cleaning of reinforcement and removal of dismantled materials etc.

for providing pile caps as directed by Engineer and as per

specifications.

16 Carrying out load test on any pile as per standard procedure laid 625.00 M.T. 187.38

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 records.

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

17 Load testing of foundation piles including loading with necessary 1.00 Nos. 35767.11

kentledge or any other suitable method as directed.

18 Pulse Echo Test (PET) for integrity testing of piles with contractor’s 18.00 Nos. 1818.00

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.

19 Providing and filling in foundation with ordinary Cement concrete M- 632.91 Cum. 3674.07

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

20 Providing and Casting in situ controlled Cement Concrete M-35 for 361.92 Cum. 5136.86

R.C.C. Pile cap Foundation including necessary shuttering laying,

vibrating, ramming and curing complete.

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

21 Providing and casting in-situ Reinforced Cement Concrete M35 1962.48 Cum. 4543.37

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. 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

22 Providing and filling trenches of Labour charges - Excavator in rocky 251.25 Cum. 3674.07

strata with ordinary cement concrete M-15

23 Providing and casting in situ controlled cement concrete M-35 for 1233.45 Cum. 5476.36

R.C.C. return as per drawings including centering shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

(1) Piers (2) Abutment (3) RCC return

(A) Height from 0.0 M to 5.0 M.

23a a) Height Above 5.0 M to 10.0 M. 900.14 Cum. 5797.21

24 Providing and casting in situ controlled cement concrete M-35 for 340.08 Cum. 5557.02

R.C.C. work in pier cap,abutment cap and dirt wall of required size

below bearings as per detailed drawings, centering, shuttering,

25 scaffolding,

Providing andwherever

castingnecessary, laying vibating,

in situ controlled cement curing andM-40 for

concrete 34.57 Cum. 5636.81

pedestal and arresters of required size below bearings as per

detailed drawings, centering, shuttering, scaffolding, wherever

necessary, laying vibating, curing and finishing complete.

• Pedestals & Seismic Arresters in M-40

26 Providing and placing in position CRS (Corrosion Resistance Steel) FE 228.58 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

(A) For Pier, Abutment and Retaining wall Open Foundations.

27 b) Providing and placing in position CRS (Corrosion Resistance Steel) FE 267.27 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

• Piers, Abutments,

27 c) Providing Return

and placing walls &CRS

in position Retaining wall Stem

(Corrosion Resistance Steel) FE 101.78 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

• Piers Caps, Abutment Caps, Pedestals, Arresters & Dirt Wall

27 d) Providing and placing in position CRS (Corrosion Resistance Steel) FE 70.17 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

R.C.C. bored piles

27 Providing and fixing in position fully moulded restrained elastometric 1433600.00 Cu.Cm. 0.90

Bearings as per detailed drawings.

28 Providing and filling sand behind abutments and between returns in 40171.80 Cum. 552.22

layers as directed

29 Providing & laying weep hole in Aburtments, and returns by using 1812.43 Nos. 87.07

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

the completed as per detailed specification.

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

30 Providing and laying - Fitter Media 600mm thick directed at the 1812.43 Sqm. 1279.96

back of abutments, returns and wing walls as per detailed

specifications.

31 Providing and casting in situ controlled cement concrete M-35 for 1369.62 Cum. 6027.25

R.C.C. work in superstructure including centering, ramming vibrating

curing and finishing complete.

(A) T-Beam and Deck slab type of superstructure (I) Deck slab, Main

and Cross Girder.

32 Providing and placing in position CRS (Corrosion Resistance Steel) FE 308.16 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

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

Main and cross Girder

33 Strip Seal Expansion Joint : Providing and laying of a strip seal 62.50 Rmt. 1733.16

expansion joint catering to maximum horizontal movement upto

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.

34 Providing and fixing the continuity arrangement in deck slab as per 50.00 Rmt. 8444.61

the detailed drawing with fixtures, componenets, filler etc. complete

as directed by Engineer in charge.

35 Providing and casting in situ controlled cement concrete M-40 for 200.00 Cum. 4703.57

average 100 mm thick wearing coat laid as directed dincluding

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

36 Providing and placing in position CRS (Corrosion Resistance Steel) FE 20.00 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

(A) RCC Wearing coat

37 Providing and fixing in postion premolded Asphalt filler joints as per 124.49 Sqm. 703.53

38 Carrying out load test of super structure as directed including all 560.00 M.T. 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

39 Providing and casting in situ controlled cement concrete M-40 for 191.01 Cum. 5208.10

Crash Barriers & Friction slab including formwork curing and finishing,

40 Providing and casting in situ controlled cement concrete concrete 39.94 Cum. 5410.12

M-35 for approach slab including formwork curing and finishing

41 Providing and erecting a "W" metal beam crash barrier comprising 169.00 Rmt 3496.62

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

42 Providing and casting in situ controlled cement concrete M-30 179.57 Cum. 5049.51

for Kerb beside footpath including formwork curing and finishing,

43 Providing and casting in situ controlled cement concrete M-25 for 10.00 Cum. 4899.51

architectural pylons including necessary formwork, vibrating, curing

and finishing complete.

43 b) Providing and placing in position CRS (Corrosion Resistance Steel) FE 2.00 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

(A) Pylon Steel

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

44 Providing and placing in position CRS (Corrosion Resistance Steel) FE 58.33 M.T. 68936.54

550D TMT bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing.

(A) Approach Slab (B) Crash Barrier (C ) Kerb

45 Providing G.I. 100mm diameter water spouts including necessary 64.00 Each 536.03

iron gratings as per drawings.

46 Providing & laying approved make Double walled corrugated pipes 811.89 Rmt. 72.72

(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

47 Providing and applying one coat Epoxy Phenolic primer of DFT 50 9814.25 Sqm. 401.98

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).

48 Painting Two Coats on New Concrete Surfaces (Painting two coats 1487.18 Sqm. 92.92

after filling the surface with synthetic enamel paint in all shades on

new plastered concrete surfaces)

49 Providing and fixing marble slab including engraving and painting 2.00 Nos 1012.65

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

50 Providing, Designing , Supplying and Installation of Extruded Bi-Axial 1788.22 Sqm 141.40

Polypropylene 40kN Geogrid including all Labours & Etc. Complete

as directed by Engineer-In-Charge

51 Fabricating, supply and erecting in position Standard Structural steel 180.00 Quintal 3849.13

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.

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-

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

The waste cut pieces shall not be included in the paying quantity.

52 Box cutting the road surface to proper slope and camber for 1587.39 Cum. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

53 Earthwork for embankment including breaking clods, dressing with 2130.17 Cum. 236.07

all lead and lift (excluding watering and consolidation)(E) From

Borrow area within 3.0 Km. lead (For Subgrade)

54 Construction of granular sub-base by providing coarse graded 1346.20 Cum. 660.54

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

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

55 Providing, laying, spreading and compacting stone aggregate for 1048.41 Cum. 761.54

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 .

56 Providing and laying 50mm thick bituminous macadam B.T. 453.96 M.T. 3957.18

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 complete.

57 providing and lying 50mm D.B.M with B.T. Aggregate as per 828.51 M.T. 3424.91

MORT&H specification with vg-10 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 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. Complete.

58 Providing and applying primer coat with vg-10 and spraying 7531.95 Sqm. 98.03

emulsion with spray set fitted on mechenical bouzer using emulsion

at the rate of 7.5 kg/ 10 Sqm. On wmm surface Incl. cleaning the

surface etc. complete

59 Providing And lying 40mm thick bituminous concrete on exisitng 723.07 M.T. 5724.68

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 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

60 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 227.00 Sqm. 704.07

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.

61 Providing and fixing ordinary Kilometer stone of approved hard 2.00 Nos. 891.53

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.)

62 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 Nos. 1175.56

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.)

63 Providing and fixing Hectometer as per I.R.C. type design including 6.00 Nos. 356.50

painting, lettering etc. complete.(ii) Fixing in C.C. 1:5:10

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

64 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 455.00 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.

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.

65 Road marking with hot applied thermoplastic paints with 454.00 Sq.mt 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.

66 Supply of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, 4.00 Nos. 4242.00

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 7.5 cm on body complete in all

67 Cautionary Warning Sign :-Providing and fixing sign Providing and 4.00 Nos. 5077.27

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; 3.6 mtr long stand post of

× 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 Sheeting

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

68 Regulatory / Mandatory Sign :- Providing and fixing sign boards 4.00 Nos. 4618.73

made out of 2 mm aluminium sheet / 4 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; 3.6 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 ×

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 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 Sheeting

69 Providing and fixing STOP sign boards made out of 2 mm aluminium 2.00 Nos. 7213.42

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

70 Facility Informatory Sign :-Providing and fixing sign boards made out 2.00 Nos. 5906.48

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 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

Sr Quantity Unit Estimated Total Amount in

Sr Quantity Unit Estimated Total Amount in

No. Rate in Rs. Rs

71 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

72 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.

Sixteen Crore Ninety Eight Lakh Eighty Thousand Two Hundred Fifty Six Rupees and Fifteen Paise

Sr Quantity Unit Estimated Total Amount in

Sr 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

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 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

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

Chikhli Navsari