MMGSY

Name of work :- Resurfacing to Roads of Bhavnagar District Package No.RPC-

2/BVN/MMGSY/Normal/2025-26/P.27 Ta.Talaja, Dist.: Bhavnagar.

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Clearing and grubbing of road land 2.01 One 28455.09

incl.uprooting rank vegetation, grass, bushes, Hect.

shurbs, saplings and trees girth upto 300mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials © By

mechanical means in area of Light jungle.

2 Earthwork for embankment including 891.00 One 161.67

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and

lift.Executed with machineries.(Selected soil

to be used for earthwork shall be from

BORROW AREA only having CBR not less

3 Box cutting the road surface to proper slope 3617.00 One 112.01

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

4 Earthwork in cutting in all sorts of soil and 3151.00 One 137.32

soft Murrum including conveying and Cum

spreading the suff embankment as and

where directed within 200 meters from the

end of the cutting with all required lead and

5 Supplying, stacking, spreading, rolling, 1416.00 One 568.41

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

6 Scarifying graveled macadam or Bitumen 225.00 One 42.59

macadam surface 6cm to 10cm depth Sqm

including stacking useful materials on road

side and disposing off remaining stuff.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

7 Construction of granular sub-base by 909.00 One 1054.95

providing close graded Material, mixing In a Cum

mechanical mix plant at OMC, carriage of

mixed Material to work Site spreading In

uniform layres with motor grader on

prepared surface and compacting with

vibratory power roller to achieve the desired

density, complete as per clause 401 for

grading-l Material

8 WBM Grading-1 1354.50 One 1509.25

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-1

as per Technical Specification Clasue.405 By

9 WBM Grading-2 351.00 One 1302.25

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-2

as per Technical Specification Clasue.405 By

10 Rolling and Watering of earthwork in layers 2587.00 One 23.17

with vibratory roller including filling in Cum

depression which occur during the process

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

11 Providing and appliying primer coat with 2891.00 One 42.93

bitumen emulsion RS on prepared surface of Sqm

granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

12 Providing, Laying and Rolling of Built up 2610.00 One 147.17

Spray grout in one layers Using Emulsion Sqm

RS1 tack coat at the rate of 2.50Kg/10sqm on

BT surface (As per IRC-16) with spreading

stone aggregate at the rate of

0.50cum/10Sqm. And spraying bitumen at

the rate of 15kg/10sqm. For first layer and

spreading 0.13cum/10sqm. of key aggregate

on top accordanace with the requirement of

specification, incuding cost of stone

aggregate, bitumen, consolidation with

roller, necessary firewood, oil lubricats,

labour charges, machineries, tools etc.

13 Providing and laying bitumenous grout 1766.00 One 2347.55

37.50mm thick using Emulsion RS1 for tack MT

coat at the rate of 2.50kg/10sqm on

B.T.Surface and using BT chips for required

gradation with the asphalt of grade VG-30 at

the rate of 1.99% i.e 19.90kg/MT by weight

of mix including heating and mixing in drum

mix plant , transporting the mix and

spreading the same by paver finisher and

consolidation as per MOST specification

including cost of all materials fuel, labours,

tools and plants etc. using contractor's own

drum mix plant etc. complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

14 Providing, laying and rolling 50mm thick 735.00 One 2815.27

compacted bitumenous Macadam (B.M.) in MT

one layer with B.T. aggregates as specified

and using Emulsion RS1 for tack coat at the

rate of 2.50kg/10sqm (As per IRC-16) and

using bitumen for mixing with agg. at the

rate of 3.40% i.e 34.00kg/MT of total mix

including mixing in Drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller including

necessary including cost of hire charges,

firewood, oil, lubricants, labour charges, etc.

by using constractor's own Drum mix plant,

machineries and equipment, tools etc.

complete in accordanace with the

requirement of sepcification.

15 Providing and laying and rolling of 20mm 308.00 One 3390.87

Compacted mix seal surface with B.T. and MT

aggregate as spedified using bitumen Grade

VG-30 for mixing with aggregate at the rate

of 5.10% i.e 51.00Kg/MT of total mix

including heating and mixing in drum mix

plant and spreading the same by paver

finisher and consolidation with vibratory

roller including necessary firewood, oil,

lubricants, labour charges using contractor's

own drum mix plant, machineries and

equipment, tools etc including flushing of

sand 0.30cum/10sqm etc. complete in

accordance with the requirement of

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

16 Providing, laying and rolling of 25mm thick 1131.00 One 3147.79

open graded premix bituminous carpet with MT

B.T aggregates as specified and using

Emulsion RS1 for tack coat at the rate of

2.50kg/10sqm on B.T.Surface (As per IRC-

16) and using bitumen VG-30 for mixing

with aggregate at the rate of 3.36% i.e

33.60kg/MT. of total mix including heating

and mixing in drum mix plant, spreading the

same with paver finisher and consolidation

with vibratory roller including necessary

firewood, oil, lubricants, labour charges etc.

using equipment tools etc. completed in

accordance with the requirement of

17 Providing and laying seal coat using Bitumin 588.00 One 3382.42

grade VG-30 with B.T. aggregate as specified MT

using aggregate at the rate of

0.18cum/10sqm. And bitumen for mixing

with aggregate at the rate of 4.5% i.e

45.00kg/MT of total mix including heating

and mixing in drum mix plant and spreading

the same by paver finisher and consolidation

with vibratory roller including necessary

using contractor's own drum mix plant,

machineries and equipment, tools etc.

complete in accordanace with the

requirement of specification.

18 Excavation for foundation upto 1.5m depth 149.00 One 259.93

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

19 Excavation for foundation upto 1.5m depth 139.00 One 442.90

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

20 Excavation of foundation in Sand graval caly 125.00 One 523.28

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

21 Excavation of foundation in hard murrum 717.00 One 625.87

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as necessary

and disposing of the excavated stuff as

22 Excavation in large boulders and soft rock by 127.00 One 733.62

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

23 Providing and laying rubble for apron (Each 120.80 One 1236.04

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

24 Providing and casting in situ ordinary 96.60 One 4308.34

cement concrete M-20 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

25 Providing and casting in situ Ordinary 34.00 One 3816.61

Cement Concrete M-150 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

26 Providing and casting in situ ordinary 586.60 One 3938.30

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

27 Providing and filling in foundation with 1008.20 One 3362.24

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

28 Providing and casting in situ Ordinary 47.50 One 4382.70

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

29 Construction of concrete road using tremix 1304.00 One 6313.51

system with 20cm/15cm thick controlled M- Cum

200 concrete mixing conplast P-211 water

reduction admixure @ 100ml/bag of cement

and hardner 62.50ml. /bag using fixing and

removing "C" channels of required road

depth levelling if placed concrte with surface

vibrator, finishing the surface with power

floater and towel tight brooming as directed

with providing expantion joints 20x200mm

and contraction joints 20x20mm using

concrete cutter machine etc. complete.

30 Providing and casting in situ Controlled 337.10 One 5247.04

cement concrete M-200 for R.C.C. work in Cum

foundation, Piers, abutment, returns and

riding returs as per drawing including

centering, shuttering, scafolding where

neccesary laying, vibrating curing and

finishing complete (A) For all Height

31 Providing and casting in situ Controlled 61.60 One 4745.95

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

32 Providing and casting in situ Contolled 16.70 One 5432.96

Cement concrete M 25 mix for R.C.C. works Cum

in pier cap, abutment cap, and dirt wall

including controlled cement concrete M

bed block or pedestals for required size

below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever

necessary laying, vibrating, curing and

finishing complete.

33 Providing and casting in situ Controlled 101.10 One 5334.98

cement concrete M 25 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

34 Providing and casting in situ Controlled 48.80 One 5584.56

cement concrete M-30 mix for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

35 Providing and casting in situ Contolled 19.60 One 5320.24

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

36 Providing and casting in situ Contolled 17.00 One 5178.40

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

37 Providing and casting in situ Controlled 1.70 One 4886.91

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

38 Providing and casting in situ Contolled 17.70 One 5284.13

cement concrete- M-25 mix for Approach Cum

slab including formwork, curing and

finishing complete.

39 Providing and laying weep hole in 404.00 One 185.32

Abutment and returns by using A.C/PVC No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

40 Providing and laying filter media 600mm. 101.90 One 1268.86

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

41 Providing and fixing in position Mild steel 6.00 One 341.29

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

42 Providing and fixing in position Mild steel 6.00 One 399.70

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

43 Providing and laying in Position FE - 6.700 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

following (A) Piers (B) Abutments (C)

Returns (D) Walls etc.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

44 Providing and Fixing in position FE- 40.490 One 73243.01

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

45 Providing & Fixing of Precast R.C.C. Railing 69.90 One 1960.41

of M-30 Grade Concrete having 2 - tire (Row) Rmt.

of Hand Rail dimension as shown in detail

drawing & Vertical Post such as c/c pacing

between vertical posts not to exceed 1.625 m

including necessary TMT steel, Form Work,

Painting with Weatherproof Paint,

Supplying of all material, Labour etc.

complete as per instruction of Engineer-in-

46 Providing 12mm. Thick Pre-moulded asphalt 53.70 One 703.52

filler joints as per drawings Sqm

47 Providing PVC 100mm. Diameter water 18.00 One 159.36

spouts including necessary iron gratings as No

48 Filling available excavated earth (excluding 804.00 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

49 Supplying and fixing reinforced concrete 45.00 One 3469.25

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 900mm Dia.

50 Dismantling the existing structure including 25.00 One 418.96

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

51 Dismantling the existing structure including 253.50 One 952.51

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

52 Removing all types of Hume pipes and 31.20 One 345.15

stacking within a lead of 1000m including Rmt.

earthwork and Dismantaling of Masonary

works as per technical Specification Clause.

202 All Diameter (600mm to 900mm dia and

upto 600mm dia.)

53 Demolition and desposal of unserviceable 35.00 One 637.85

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

54 Providing temporary diversion suitable for 140.00 One 2930.09

traffic during the construction period of the Rmt.

Bridge/Box Structure work by levelling

existing ground and constructiong suitable

compacted embankment, alweather road

surface with providing, laying &

consolidation of 200 mm WBM in layers

proper carriage width with safety measures

maintain for motorable road throughout

construction period etc. and also dismantle

diversion after completion of work etc.

complete as per instrucion of Engineer-in-

55 Providing temporary all weather and fair 20.00 One 721.24

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete.

56 Providing and fixing Precast cement concrete 28.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

57 Providing and fixing Precast cement concrete 180.00 One 350.80

Guard stone as per I.R.C. type design No

including white washing etc. complete.

Fixing in C.C.1:5:10.

58 Providing and fixing ordinary Kilometer 5.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

59 Providing and fixing ordinary Kilometer 2.00 One 1293.38

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For, MDR,SH)

60 Providing and fixing 5th Kilometer stone of 1.00 One 1935.14

pre-cast C.C. 1:2:4 including necessary No

reinforcement as per I.R.C. type design in

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

61 Providing and fixing Indicator stone of 314.00 One 102.84

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

62 Supplying and fixing Junction Boards of 2.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

63 Providing and fixing Village name Boards as 2.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

64 Providing and fixing Road sign of M.S. plate 6.00 One 3072.98

and angle iron incl. painting, lettering etc. No

complete. fixing in C.C. 1:4:8 block with

necessary excavation etc. complete as per

IRC type design (i) Reflective Type.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

65 Village/Bump Ahead sign. : Providing and fixing 15.00 One 5045.36

sign boards made out of 2mm Aluminium sheet size No

90x60 cms. Rectangle as per the design of IRC-67-1977

pre treated with phospheting process and acid etching

coated with one coat of apoxy primer and two coats of

best quality epoxy paint reflectorised with retro

reflective sheeting as per latest MOST specification

letter and numbers should be as per IRC:30-1968,

Mt. long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50x50x5mm, painted with

best quality epoxy coating in black and white bends,

the details of symbole on inscription/ numerals for

each board shall be as per the instruction of the

Engineer in charge. The fixing at site shall be in C.C

1:2:4 block of size 45x45x60cms. for each leg including

excavation curring etc. complete under the

supervision of engineer in charge (A) Engineer Grade.

66 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.89

made out of 2mm aluminium sheet; size 80 x 60cms. No

rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; coated with

one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best qualityepoxy coatings in

black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x45 x

60cms. for each leg. including excavation curing tec.

complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

67 Regulatory/Mandatory signs :Providing and fixing 10.00 One 3439.80

sing boards made out of 2mm aluminium sheet; size No

60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best

quality 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 block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

68 Hazard Marker sign : 20.00 One 2423.73

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with

one coat of epoxy primer and two coats of best

quality epoxy paint: reflectorised with retro reflective

sheeting as per latest M.O.S.T specification: 3.1 M.

long (2 nos) stand post and frame fabricated from

suitable size iron angle of 35*35*3mm and 50*50*5mm

: painted with best quality epoxy coatings in black and

white bends the details of symbole 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*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of

engineer-in-charge.(B) Engineering Grade

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

69 Chevron sign :-Providing and fixing sign boards made 36.00 One 3711.75

out of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

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;

3.3 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 of35x35x3mm;

painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription /

numerals for each board shall be as per the instruction

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

CC blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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-B Type-4 Retro Reflective sheeting

70 Direction sign (Junction board):-Providing and fixing 4.00 One 14831.70

sing boards made out of 2mm aluminium sheet; size No

244 x 122cms. rectangle as as per the design of IRC-67-

1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x

5mm 75x75x6mm as required; painted with best

quality 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 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer

in charge.(A) Engineer Grade(VR)...

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

71 Citizen's information Board. Providing and fixing of 1.00 One 8570.86

typical MMGSY information board as per instruction. No

Two MS sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel

tube will be painted with primer and two coats of

epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

72 Road Marking with Hot Applied paints with 2195.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per IRC:35-

2015 the finished surface to be level, uniform and free

from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria for

night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

73 Supplying and fixing cat eye (Stimsonite) 1299.00 One 375.72

made out from acrilo beatiful sterine No

injuction high compressed molding with

reflector made of MMC (Prismatic type size

12cmx6cmx2.5cm) provided with bituminous

adhesive 100g. With each umit for fixing

(Engineer grade)

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

74 Providing and fixing "W" shape metal crash 180.00 One 3201.70

safety barrier comprising of 3mm thick Rmt.

galvanised sheet to be fixed on ISMC

(150x75x5.4mm) series channel vertical post

to be spaced 2.0 mtr. c/c to be kept 1.650mtr

height as per MOST spesification incl.

necessary foundation, fittings with bolts,

painting and required all process as per

specificaation adndd as per drawings.

75 Providing and laying of Coated Glass Fiber 3600.00 One 246.44

Geogrid, indigenously manufactured for Smt.

pavement reinforcement, Glass Fiber

Geogrid having 100kN/m tensile strength

which conform to the requirements given in

Table 4.14 of IRC SP:59-2019, Complete

installation method by rolling PTR after

laying of Glass Fiber Geogrid Self Adhesive

down towards surface and then immediately

use uniform tack coat / emulsion spraying as

per project requirement before laying final

asphalt overlay. Minimum roll width

meter/2.0 meter or full lane width. As

approved by Engineer in charge.

Rupees Four Crore Fifty Five Lakh(s) Eighty Seven Thousand One Hundred Forty

Three And Paise Twenty One Only

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

* 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. 8453.35 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

Talaja Bhavnagar