Annaul

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Discription of Item (With Brief Specification and reference to Quantit Rate In

Sr No.. Unit Amount

book of Specification) y Figures

Clearing and grubbing road land including uprooting rank 1.00 HECT 28455.09

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

1 300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

Earthwork for embankment including breaking clods, dressing 1.00 CUM 157.91

with all lead and lift (excluding watering and consolidation) (C)

From Borrow area within All lead and should have CBR not less

Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour 1.00 Hour 718.97

Tractor Trolley (Considering 1 Tractor Trolley for 20 Days (8 1.00 Day 1677.63

Hours per Day Rs.245 per Hour)

Scarifying gravelled macadam or bitumen macadam surface 6 1.00 SQM 41.60

5 cm to 10 cm. depth including stacking useful materials on road

side and disposing off remaining stuff

Box cutting the road surface to proper slope and camber for 1.00 CUM 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto All

Earthwork in cuting in all sorts of soil and soft murrum including 1.00 CUM 134.12

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.

Excavation for foundation upto 1.5 m depth including sorting out 1.00 CUM 198.76

8 and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out 1.00 CUM 253.88

9 and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(B) Dense or Hard soil

Providing and filling in foundation with ordinary Cement concrete 1.00 CUM 3345.58

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete

Providing & casting in situ ordinary cement concrete M-150 mix 1.00 CUM 3921.63

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves. (A) Height from 0.0 M. to 5.0 M.

Providing and casting in situ ordinary cement concrete M-200 for 1.00 CUM 4364.80

average 75/150/200mm thick wearing coat laid as directed

including tamping, vibrating, finishing, curing and fillingin joints

with bitumen complete.

Providing and casting in situ controlled cement concrete M-250 1.00 CUM 5457.73

13 for R.C.C. solid slab including centering, scaffolding curing and

finishing complete.

Providing and laying in position FE 500D TMT bar reinforcement 1.00 MT 73858.69

including cutting, bending, hooking and tying complete as per

detailed drawings for the following. (A) Piers (B) Abutments (C)

Providing and fixing in position FE 500D TMT bar reinforement 1.00 MT 73243.01

including cutting, bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath. © R.C.C.

Approch slab. (D) Wearing Coat.

Supplying and fixing reinforced concrete heavy duty non- 1.00 RMT 1968.37

pressure pipes with collars for culverts carrying heavy traffic as

16 per IS 458- 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) 600mm Dia

Supplying and fixing reinforced concrete heavy duty non- 1.00 RMT 3469.25

pressure pipes with collars for culverts carrying heavy traffic as

17 per IS 458- 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

Supplying and fixing reinforced concrete heavy duty non- 1.00 RMT 5560.00

pressure pipes with collars for culverts carrying heavy traffic as

18 per IS 458- 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.

Providing and fixing post and pipe railing as per detailed drawing 1.00 RMT 1214.22

19 including 3 coats of painting to steel works complete

Dismentaling the existing structure including removing and 1.00 CUM 409.22

20 stacking the dismentelled materials as and where directed. (B)

Dismentaling the existing structure including removing and 1.00 CUM 930.35

21 stacking the dismentelled materials as and where directed. (A)

Providing and fixing ordinary Kilometer stone of precast C.C. 1.00 EACH 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc. complete

(For O.D. road V.R.)

Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1.00 EACH 1935.14

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

C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,

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

Providing and fixing Hectometer as per I.R.C. type design 1.00 NO 356.49

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

Providing and fixing guard stone as per I.R.C. type design 1.00 NO 344.07

25 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

Providing and fixing indicator stone of approved stone as per 1.00 EACH 102.84

26 I.R.C. type design in C.C. 1:4:8 including white washing etc.

complete. (i) Fixing in Earth

Providing and fixing Junction board of M.S. plates and angles as 1.00 EACH 5236.69

per standard I.R.C. design including fixing in C.C. 1:4:8 with

necessary excavation painting figuring and letterin on board etc.

Providing and fixing village name boards as per standard I.R.C. 1.00 EACH 3437.59

type design of steel plate including painting lettering etc.

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

Supplying and fixing road sign board of M.S. plates and angle 1.00 EACH 3072.98

iron including painting, lettering etc. complete including fixing in

C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C.

type design. (ii) Reflective type

Providing and Fixing FLOOD GAUGE POST conferming to IRC- 1.00 EACH 3045.15

67-2001 using Engineering grade retro reflective sheeting

including lettering and border as directed for New Structure. (RA)

Cautionary Warning Sign :-Providing and fixing sing boards 1.00 EACH 3808.65

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per 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 refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

31 fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

x 6mm as required; painted with bestquality epoxy coatings in

black andwhite 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) Engineer Grade(VR)

Citizen's Information Board- Providing and fixing of typical 1.00 EACH 8560.76

MMGSY information board as per instruction. Two M.S. sheets

of 3 mm thick of 900mm x 750mm size fixed at top & bottom duly

rivetted with MS angles of 25x25x5mm thick M.S. angle shall be

welded by two vertical M.S. angle of 5mm thick to 75mm x 75mm

of 12 SWG square tubes posts duly embedded in cement

concrete M-15 grade blocks of 600mm x 600mm x 750mm below

32 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.

Providing and fixing "W" type metal beam crash safety barrier 1.00 RMT 3198.67

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

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

33 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 drawing.

Providing and fixing "W" type metal beam crash safety barrier 1.00 RMT 3115.85

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

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

34 vertical post to be spaced 2.0 mtr c/c to be kept 0.90 mtr height

including necessary foundation, fittings with bolts, painting and

Readiam patta and required all process as per specification and

as per drawing.

Providing and fixing "W" type metal Double beam crash barrier 1.00 RMT 4657.11

comprising of Double row 3 mm thick galvenized sheet to be

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

35 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 drawing.

Railway crossing sign:- Providing and fixing sign boards made 1.00 NO 5346.11

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms. equilateral triangle plus 90x30cm

additonal 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; 3.6mtr 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

Village Name / Bump Ahed Sign:- Providing and fixing sing 1.00 NO 5045.36

boards made out of 2mm aluminium sheet; size 90 x 60cms.

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 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)

Sign Board per square Meter :-Providing and fixing sing boards 1.00 NO 7615.37

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as

per the design given by engineer in charge 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 may be fabricated

38 either from suitable size iron angle of 35 x 35x 3mm & 50 x 50 x

5mm & 75 x 75 x 6mm 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)

Road marking with hot applied thermoplastic paints with 1.00 SQM 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

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

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 1.00 NO 375.72

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micron rismatic 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

40 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

+/- 2 mm and height not less than 30+/- 2 mm) from the body is

to be 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

supply & laying of mechanically woven double twisted hexagonal 1.00 CUM 3017.88

shaped wired mesh gabion boxes of required size mesh type

*12 cm, zinc and pvc coated mesh wire dia 2.7/3.7 mm (id/od)

,mechanically edged/selvedged,with heavy coating of

galvanization as per en 10223-3/astm a975 with partitions at

41 every im interval and properly packaed with approx 200 mm size

rubble including transportion and placing at indicated place as

per firection of engineer in charge including tools plant labour

material royalty charge etc in all respect and stiching with lacing

wire of dia 2.2/3.2 (id/od) including all safty precautions and with

Standard Delineator: Providing and fixing of Standard Metal Delineator 1.00 NO 1027.17

consisting of minimum retro reflective unit exposed area of 330 cm2

white color, full cube corner micro prismatic non-metallic retro reflective

sheeting on each side conforming with IRC 67 2012 and meeting the

coefficient of retro reflection values as per ASTM D 4956 Type XI table

specification. The delineator shall be painted with powder coat of

minimum 40 microns thickness, on top of which retro reflective

sheeting shall be pasted on both sides. The structure shall be

manufactured in roll forming process and shall have height not less

than 800 mm above the ground, width not less than 100 mm and shall

extend not more than 300mm below the ground while being installed.

height of sheeting should be minimum 150mm whereas width of

sheeting should not be less than 75mm (should be placed every

alternative 15cm). The front and back faces of the delineator should be

curved with a radius of not more than 200 mm and with delta angle (or

Providing and fixing marble slab including engraving and 1.00 NO 1012.64

painting complete. (iii) Size 60cm x 45cm x 4cm.

White washing with lime on wall surface (two coats) to give an 1.00 SQM 12.69

44 even shade including thoroughly booming the surface to remove

all dirt, dust; mortar drops and other foreign matter.

Providing and applying one coat Epoxy Phenolic primer of DFT 1.00 SQM 233.31

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

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.

Rupees Two Lakh Seventy Five Thousand One Hundred Twenty and Paise Fifty One only

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.

* Estimate 2,75,120.51 * Estimated Amount

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

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

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

Note :- 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.

Note :- 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

Note :- 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.

Signature of Contractor

Note:- Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division