Construction of Major Bridge on Damanganga River at Aslona Bilona Mohapada Near Davleshwar Mahadev Temple.

BILL OF QUANTITES

Memorandum showing items of work to be carried out

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

1 Clearing and grubbing road land including uprooting rank vegetation 0.50 Hector 34796.288 ₹

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 Marking out the center line of the Bridge and various other 1.00 Job 60599.010 ₹

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.

3 Diversion of water course, providing cofferdam and bund or island as 15.00 Nos 30300.000 ₹

may be necessary for foundation and maintaining the same for the

period as may be necessary.

(V) Pier Nos., (F) Abutment Left (including returns/wing walls)

4 Carry out Geo-technical investigation work including exploratory 40.00 Rmt. 5050.000 ₹

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

5 Carry out Geo-technical investigation work including exploratory 30.00 Rmt. 2020.000 ₹

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

and hard rock, upto maximum depth as mentioned, collecting

undisturbed samples and conducting standard penetration tests

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

laboratory tests for all type of classification and determination of soil

parameters like density, shear and consolidation parameters if

required, including submission of report in three copies covering

investigation data and recommendation for SBC and the pile capacity

considering the design criteria, all as per specification. Including of

submitting soil investigation report in three sets in hard copy as well

soft copies and all materials with contractor's labour, tools & plants,

machineries, as required, The Geotech bore locations shall be

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

• For Land Portion

6 Providing flood gauge marks on substructure as per design including 180.70 Rmt 159.075 ₹

painting complete.

7 Excavation in large boulders and soft rock by welding including 5805.00 Cum. 701.526 ₹

shoring, strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

8 Excavation in hard rock by dry-wet blasting and chiselling including 3611.00 Cum. 839.916 ₹

dewatering preparing foundation base by proper benching and

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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

9 Providing and filling in foundation with ordinary Cement concrete M- 1201.64 Cum. 3610.386 ₹

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete. And Providing

and filling trenches of Labour charges - Excavator in rocky strata

with ordinary cement concrete M-15

10 Providing and casting in-situ Reinforced Cement Concrete M35 3787.00 Cum. 4504.418 ₹

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.

11 Providing and fixing mild steel dowel bars of minimum 32mm dia. 1109.00 Rmt. 448.268 ₹

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.

12 Providing and casting in situ controlled cement concrete M-35 for 2337.00 Cum. 5408.277 ₹

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

13 Providing and casting in situ controlled cement concrete M-35 for 1742.00 Cum. 5724.781 ₹

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

14 Providing and casting in situ controlled cement concrete M-35 for 385.00 Cum. 6513.672 ₹

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

10.0 M and above

15 Providing and casting in situ controlled cement concrete M-35 for 500.00 Cum. 5487.330 ₹

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

16 Providing and casting in situ controlled cement concrete M-40 for 53.00 Cum. 5567.120 ₹

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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

17 Providing and placing in position CRS (Corrosion Resistance Steel) 1301.00 M.T. 68936.540 ₹

FE 550D bar reinforcement for All Structural Component including

cutting bending hooking and tying complete as per detailed drawing.

18 Providing and fixing in position fully moulded restrained 1290240.00 Cu.Cm. 0.899 ₹

elastometric Bearings as per detailed drawings.

19 Providing and filling sand behind abutments and between returns in 10913.00 Cum. 480.407 ₹

layers as directed

20 Providing & laying weep hole in Abutments, and returns by using 4149.00 Nos. 84.951 ₹

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

completed as per detailed specification.

21 Providing and laying - Fitter Media 600mm thick directed at the back 4149.00 Sqm. 1248.744 ₹

of abutments, returns and wing walls as per detailed specifications.

22 Providing and laying Pitching on slopes laid over prepared filter 475.86 Cum 1051.410 ₹

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications.Stone

23 Providing and laying Filter material underneath pitching in slopes 237.93 Cum 877.690 ₹

complete as per drawing and Technical specification

24 Providing and Casting in situ controlled Cement Concrete M-200 for 38.87 Cum 4493.450 ₹

R.C.C. Raft and cutt-off walls including necessary shuttering laying,

vibrating, ramming and curing complete. (Toe Wall)

25 Providing and casting in situ controlled cement concrete M-35 for 1446.00 Cum. 5976.503 ₹

R.C.C. work in superstructure including centering, shuttering

scaffolding, ramming, vibrating curing and finishing complete.(A) T-

Beam and Deck slab type of superstructure (II) Main and cross

26 Strip Seal Expansion Joint (Providing and laying of a strip seal 68.00 Rmt. 1733.160 ₹

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.)

27 Providing and fixing the continuity arrangement in deck slab as per 59.00 Rmt. 8444.610 ₹

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

as directed by Engineer in charge.

28 Providing and casting in situ controlled cement concrete M-40 for 217.00 Cum. 4673.270 ₹

average 100 mm thick wearing coat laid as directed dincluding

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

29 Providing and fixing in postion premolded Asphalt filler joints as 143.00 Sqm. 702.122 ₹

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

30 Carrying out load test of super structure as directed including all 360.00 M.T. 169.922 ₹

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

31 Providing and casting in situ controlled cement concrete M-40 for 378.00 Cum. 5177.058 ₹

Crash Barriers & Friction slab including formwork curing and

finishing, complete

32 Providing and casting in situ controlled cement concrete concrete M- 31.00 Cum. 5375.967 ₹

35 for approach slab including formwork curing and finishing

33 Providing and casting in situ controlled cement concrete M-25 for 10.00 Cum. 4868.200 ₹

architectural pylons including necessary formwork, vibrating, curing

and finishing complete.

34 Providing G.I. 100mm diameter water spouts including necessary 222.00 Each 536.027 ₹

iron gratings as per drawings.

35 Providing & laying approved make Double walled corrugated pipes 1131.00 Rmt. 72.720 ₹

(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

(A) 50 mm outer dia

36 Providing and applying one coat Epoxy Phenolic primer of DFT 50 10859.00 Sqm. 401.980 ₹

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).

37 Painting Two Coats on New Concrete Surfaces (Painting two coats 1602.00 Sqm. 89.890 ₹

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

new plastered concrete surfaces)

38 Providing and fixing marble slab including engraving and painting 2.00 Nos 1012.646 ₹

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

39 Providing, Designing , Supplying and Installation of Extruded Bi- 1460.00 Sqm 141.400 ₹

Axial Polypropylene 40kN Geogrid including all Labours & Etc.

Complete as directed by Engineer-In-Charge

40 Fabricating, supply and erecting in position Standard Structural steel 150.41 Quintal 3849.130 ₹

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 microns)

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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

41 Providing And lying 40mm thick bituminous concrete on exisitng 259.92 M.T. 6127.670 ₹

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

42 Providing and applying primer coat with vg-10 and spraying 2707.50 Sqm. 95.236 ₹

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

43 Providing and lying 50mm D.B.M with B.T. Aggregate as per 297.83 M.T. 5223.720 ₹

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. Complete.

44 Providing and laying 50mm thick bituminous macadam B.T. 309.11 M.T. 4314.720 ₹

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

45 Providing, laying, spreading and compacting stone aggregate for Wet 716.78 Cum. 1315.020 ₹

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 .

46 Construction of granular sub-base by providing coarse graded 945.63 Cum. 1215.030 ₹

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-

47 Earthwork for embankment including breaking clods, dressing with 1747.05 Cum. 230.310 ₹

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

Borrow area within 3.0 Km. lead (For Subgrade)

48 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 9.38 Sqm. 686.901 ₹

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.

49 Providing and fixing ordinary Kilometer stone of approved hard 2.00 Nos. 891.527 ₹

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.)

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

50 Providing and fixing 5th Kilometer stone of approved hard stone as 2.00 Nos. 1175.559 ₹

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.)

51 Providing and fixing Hectometer as per I.R.C. type design including 6.00 Nos. 356.500 ₹

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

52 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 189.00 Nos. 217.403 ₹

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

Type H and complying to Specifications of Category A of MORTH

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

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

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

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

should having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as recommended by

the manufacturer of the marker. The color of the marker should be as

per the IRC 35-2015 and as directed by Engineer-in-charge.

53 Road marking with hot applied thermoplastic paints with 188.33 Sq.mt 367.721 ₹

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.

54 Cautionary Warning Sign :-Providing and fixing sign Providing and 4.00 Nos. 5077.270 ₹

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 × 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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

55 Regulatory / Mandatory Sign :- Providing and fixing sign boards 4.00 Nos. 4618.730 ₹

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

56 Providing and fixing STOP sign boards made out of 2 mm 2.00 Nos. 7213.420 ₹

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

57 Facility Informatory Sign :-Providing and fixing sign boards made 2.00 Nos. 5906.480 ₹

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

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

Item Description of Item (with brief specification and reference

Quantity Unit figure Amount

no tobook of specifications)

58 Direction (Junction) Sign :-Providing and fixing sign boards made 2.00 Nos. 26572.090 ₹

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

i.e. Rs. Eighteen Crore, SIxty Lacs,Sixty Six Thousand, Two hundred Seventy Two and Thirty paisa Total ₹

I/We am/are willing to carry out the work at ............ % above/below percent (Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

Amount of My / our Tender Work out as under.

* Estimated amount put to tender.RS. 12,67,04,367.26 Estimated amount put to tender.RS.

(* Please strike out whichever is not applicable.)

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C,

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption

have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

5. Credit for dismantalled materials of amount of Rs. 0.00 must be recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Pan. (R & B) Sub Division, Pan. (R & B) Division, Pan. (R & B) Division,

Kaprada Valsad Valsad