MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.17 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 Earthwork for embankment including breaking clods, dressing 1099.00 One 215.28

with all lead and lift (excluding watering and consolidation) From Cum

Borrow Area within 5.00 Km lead

3 Box cutting the road surface to proper slope and camber for 209.00 One 112.02

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

4 WBM Grading 1 Providing, laying, spreading and compacting 660.40 One 1502.84

stone aggregates of 90 to 45mm sizes with average lead to water Cum

bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100

kN in stages to proper grade and camber, applying and

brooming, stone screening/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand compacting to the

required density grading I as per TechnicalSpecification Clause

405. By Manual Means

5 Rolling and Watering of earthwork in layers with vibratory roller 2681.00 One 23.18

including filling in depression which occur during the process as Cum

6 Earth work for embankment including breaking clods, dressing 1120.00 One 250.60

with all lead and lift. (Excluding watering and consolidation) Cum

Selected soil From borrow area with necessary lead Executed

with machineries.(Selected soil to be used For earthwork shall be

From BORROW AREA only having CBR not less than 6.00%)

7 Excavation for foundation upto 1.5 m depth including sorting 610.00 One 259.93

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 mtr lead. Dense or hard soil.

8 Excavation for foundation upto 1.5m depth including sorting out 215.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

9 Excavation for foundation in sand, gravel, clay soft soils and 246.00 One 504.73

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m

10 Excavation of foundation in hard murrum and boulders and very 564.00 One 625.88

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

11 Excavation in large boulders and soft rock by welding including 1362.90 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

12 Excavation in hard rock by dry-wet blasting and chiseling 140.80 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting prohibited.

13 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 378.00 One 450.07

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

14 Providing and laying rubble for apron (Each stone weighting not 160.00 One 1092.52

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

15 Providing and casting in situ ordinary cement concrete M-15 mix 1417.20 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

16 Providing and filling in foundation with ordinary cement 485.30 One 3362.25

concrete M-10 mix and providing necessary vertical pin headers Cum

incl. Formwork, vibrating, ramming and curing complete.

17 Providing and casting in situ controlled cement concrete M-20 for 489.80 One 5247.04

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

Height from 0.0 to 5.0 M. (1) Piers (2)Abutment (3) RCC return

18 Providing and casting in situ Controlled Cement Concrete M-250 152.00 One 4745.96

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

19 Providing and casting in situ Contolled Cement concrete M 20 for 47.30 One 5327.23

R.C.C. works in pier cap, abutment cap, and dirt wall including Cum

controlled cement concrete M 25 bed block or pedestals for

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

20 Providing and casting in situ Controlled cement concrete M 25 for 190.70 One 5475.63

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

21 Providing and casting in situ Contolled cement concrete- M-20 249.60 One 5320.25

for avarage 75/150/200MM/ various thick wearing coat laid as Cum

directed incuding. tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

22 Providing and casting in situ Contolled cement concrete- M-20 34.40 One 5178.40

for Approach slab including formwork, curing and finishing Cum

23 Providing and casting in situ Controlled cement concrete- M-20 10.77 One 4886.92

Kerb/Kerb blocks including formwork,curing and finishing Cum

24 Providing and applying one coat Epoxy Phenolic primer of DFT 977.00 One 233.31

50 micron and two coats of Polyurethane (aliphatic) epoxy paint- Sqm

75 micron DFT each or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

25 Providing and laying weep hole in Abutments and returns by 197.00 One 62.93

using A.C. / P.V.C pipe of 100mm. Incl. fixing in proper grade No

and jointing the complete as per detailed specification

26 Providing and laying weep hole in Aburtments, and returns by 285.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification.

27 Providing and laying filter media 600mm. thick directed at the 433.80 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

28 Providing and fixing in position Mild steel dowel bars in pier cap 60.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

29 Providing and fixing in position Mild steel dowel bars in pier cap 60.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

30 Providing and laying in Position FE 500/ 500D TMT bar 23.270 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers (B)

Abutments (C) R.C.C. Returns (D) Wall etc

31 Providing and Fixing in position FE 500 / 500D TMT bar 23.020 One 73243.02

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC Footpath

(C) RCC Solid & App. Slab (D) Wearing coat.

32 Construction of Precast R.C.C. railing of M 30 grade concrete 84.00 One 1664.18

having 2-tire (Row) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 2.0m including

necessary TMT steel, formwork, painting with weateherproof

paint, supoplying of all materail, labour etc. complete as per

instruction of Engineer-in-charge.

33 Providing and filling Pre moulded Asphlat Joint Filler 20mm. Size 52.00 One 611.13

as directed by Engineer in charge. Rmt.

34 Providing 12 mm Thick Pre-moulded asphalt filler joints as per 81.30 One 703.53

35 Providing PVC 100mm. Diameter water spouts including 88.00 One 159.37

necessary iron gratings as per drawings. No

36 Providing flood gauge marks on sub structure as per design 3.80 One 160.06

including painting complete Sqm

37 Providing and filling sand behind abutments and between return 462.00 One 571.92

as directed. Cum

38 Filling available excavated earth (excluding rock ) in trenches 1553.93 One 137.47

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

39 Supplying and fixing reinforced concrete heavy duty nonpressure 15.00 One 3469.25

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)900mm. Dia

40 Supplying and fixing reinforced concrete heavy duty nonpressure 37.50 One 5560.00

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)1200mm. Dia

41 Providing and casting in situ controlled cement concrete M-40 for 317.70 One 5849.81

various thickness wearing coat laid as directed dincluding Cum

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete

42 Providing and casting in situ controlled cement concrete M-40 for 35.00 One 5416.48

R.C.C. Crash Barrier at the edges of the road, approaches to Cum

bridge structures and medians, conforming to MORTH

Specification and as per details given IRC-5 including dowel bars

25 mm dia, 450 mm long at expansion joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it is

built and installed as per design given in the enclosure to MOST

circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as

per dimensions in the approved drawing and at locations directed

by the Engineer, all as specified

43 Dismantling the existing structure including removing and 150.20 One 418.97

stacking the dismantled materials as and where directed. Rubble Cum

44 Dismantling the existing structure including removing and 670.50 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

45 Removing all types of Hume pipes and stacking within a lead of 90.00 One 399.13

1000m including earthwork and Dismantaling of Masonary Rmt.

works as per technical Specification Clause 202.(B) Above

46 Providing and casting -in-situ controlled cement concrete M-30 for 217.50 One 5511.36

R.C.C. work in Pier, Abutment, Return, Riding Return & Wall as Cum

per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A)

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

47 Providing and casting -in-situ controlled cement concrete M-30 for 0.40 One 5838.96

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A)

Height from 5.0 to 10 M. (1) Piers (2) Abutment (3) RCC return

48 Providing and casting in situ controlled cement concrete M 30 for 63.30 One 5591.55

R.C.C. work in pier cap, abutment cap and dirt wall including Cum

controlled cement concrete M-35 bed blocks or pedstals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibating,

curing and finishing complete.

49 Providing and filling in foundation with ordinary cement 104.20 One 3732.29

concrete M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

50 Providing and filling trenches in foundation in rocky strata with 94.00 One 3674.15

ordinary cement concrete M-15. Cum

51 Providing and casting in situ controlled cement concrete M-150 36.60 One 4389.61

for various thick Wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

52 Providing and casting in situ Ordinary Cement Concrete M-150 27.00 One 3816.61

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

53 Providing and cast in situ Ordinary Cement Concrete M-200 for 15.10 One 4382.70

75/150/200 mm thick wearing coat laid as directed incuding. Cum

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

54 Providing and casting in situ Controlled cement concrete M 30 303.20 One 5453.32

for R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

55 Providing and casting in situ Controlled cement concrete M 30 20.30 One 5442.72

for Approach slab including formwork, curing and finishing Cum

56 Providing and casting in situ. controlled Cement Conrete M-30 for 336.00 One 4904.55

R.C.C. Raft and cut-off walls including necessary shuttering Cum

laying, vibrating ramming of curing complete

57 Providing and laying in position FE 550 TMT bar reinforcement 30.92 One 81154.93

including including providing fusion bonded Epoxy coating not MT

less than 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 including cutting, bending,

hooking and tying complete as per detailed drawings for the

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

Abutment cap & Dirt wall. (E) Pier Cap

58 Providing and placing in position FE 500/550 D TMT bar 36.96 One 80539.26

reinforcement including providing fusion bonded Epoxy coating MT

not less than 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 including testing of

coating at plant and all taxes including cutting, bending, hooking,

and tying complete as per detailed drawing.(A) Solid Slab. / App

slab / Wearing Coat

59 Providing and placing in position FE 550 bar reinforcement for 29.44 One 81154.93

following items including including providing fusion bonded MT

Epoxy coating not less than 175 micron thickness and up to

micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes including

cutting bending hooking and tying complete as per detailed

drawing.For RCC Footing

60 Providing and fixing "W" type metal beam crash safety barrier 164.50 One 3201.70

comprising of single row 3 mm thick galvenized sheet to be fixed Rmt.

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as per

61 Providing and fixing pre-cast concrete kerb stone of gray 14 162.00 One 374.92

cement based concrete block 30cm length, 30cm height and 15cm Rmt.

thick of M250 grade concret as per approved design and

including excavation for fixing in proper line and level, filling the

joint with C:M 1:3 (1 cement:3 fine sand) etc complete

62 Clearing the sites before commencement and after completion of 1.00 LS 50500.00

63 Marking out the centre line of the bridge and various other 1.00 LS 30300.00

component structures and complete lining out and levelling with

theodolite, levels including constructing necessary masonary

pillars for line and levels and establishing necessary bench mrk

etc, complete as directed

64 Providing and fixing marble slab including engraving and 1.00 One 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm. No

65 Diversion of water course, providing cofferdam and bund or 4.00 LS 30300.00

island for cofferdam as may be necessary for foundation and

maintaining the same for the period as may be necessary

66 Providing and Fixing Flood guage post confirming to IRC 67-2001 4.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

67 Road marking with hot applied thermoplastic paints (Yellow 41.40 One 367.72

Colour No. 356 on C.C. Road & White Colour on Asphalt Sqm

Surfaces) with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound

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

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.

68 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 48.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 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 strength of

detachment of the integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than 30+/-2 mm) from

the body is to b a minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers

recommendation and The color of the marker should be as per the

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

69 Providing and erecting a "W" metal beam crash barrier 202.00 One 3468.34

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm Rmt.

above road/ground level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to 12 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

70 Supplying & laying of bi-axial extruded high modulus 870.00 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

71 Cautionary Warning Sign-Providing and fixing sign boards made 4.00 One 3906.18

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite No

Panel); size 90 x 190 x 90 cms. equilateral triangle as per design of

IRC-67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 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 for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 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. (B) Class-B Type-4 Retro Reflective

72 Facility Informatory Sign :-Providing and fixing sign boards made 6.00 One 3990.64

out of 2mm aluminium sheet/4mm ACP (Aluminum composite No

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 High Intensity Prismatic Grade retro

reflectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 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 for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 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. (B) Class-B Type-4 Retro Reflective

73 Hazard Marker Sign :-Providing and fixing sign boards made out 10.00 One 3518.69

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy

paint; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 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 for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 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. (B) Class-B Type-4 Retro Reflective

74 Route Marker sign-Providing and fixing sign boards made out of 20.00 One 3842.20

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

Panel); size 60x45cm rectangular plus 30x25cm additional plate as

per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post of

Iron Angle 75 x 75 x 6mm /65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35x35x3mm;

painted with bestquality epoxy coatings in black and white bends.

the details of symbol or inscription / numerals for each board

shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 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. (B) Class-B

Type-4 Retro Reflective sheeting

75 Providing and Laying 6mm thick Tar Paper below Solid slab from 55.00 One 303.00

approved Manufacture only as per instruction of Engineer-in- Sqm

76 Providing temporary diversion suitable for traffic during the 150.00 One 3400.67

construction period of the Bridge/Box Structure work by levelling Rmt.

existing ground and constructiong suitable compacted

embankment, alweather road surface with providing, laying &

consolidation of 300 mm WMM in layers, 37.50 mm B.M. &

mm M.S.S. in proper carriage width with safety measures &

providing necessary R.C.C. pipes to drainout excessive water &

maintain for motorable road throughout construction period etc.

and also dismantle diversion after completion of work etc.

complete as per instrucion of Engineer-in-Charge

77 Providing and laying PP Extruded Geogrid techgrid PP 3030 902.90 One 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall have Sqm

tensil strength of 11kn/m @21.6kn/m 2% & 5% strain respectively

& confirm to attached specification as per direction of Engineer-in-

78 Providing temporary diversion suitable for traffic during the 165.00 One 721.24

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

79 Providing temporary all weather and fair weather diversion 190.00 One 1151.30

suitable for traffic during the construction Period of the bridge Rmt.

/Slab drain including providing necessary drains and all safety

measures including Earth Work, Quarry Spall.WBM, Guard

Stone, red lamps signals at night for traffic etc. complete

Four Crore Twenty One Lakh Sixty Six Thousand Nine Hundred Ninety Eight Rupees And Ninety Seven

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 put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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 made.

2.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.

NOTE: Amount Rs 482406.99 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Shihor Bhavnagar