MMGSY

BILL OF QUANTITY

Memorandum showing items of works to be carried out

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

Item No.. Quantity Unit Amount

book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank vegetation, 0.00 Hect 0.00

grass, bushes, 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 breaking clods, dressing with all 0.00 Cum 0.00

lead and lift (Excluding watering and consolidation) (A) Selected soil

should be From borrow area with all lead and lift and should have

CBR not less than 6.00%.

3 Box cutting the road surface to proper slope and camber for making 0.77 Cum 104.19

a base for road work 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 soft Murrum including 0.58 Cum 127.74

conveying and spreading the suff embankment as and where

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

required lead and lift.

5 Rolling and Watering of earthwork with vibratory roller including 0.00 Cum 0.00

filling in depression which occur during the process and as directed.

6 WBM Grading-1 74.66 Cum 1195.79

Providing, laying, spreading and compacting 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

7 WBM Grading-2 0.00 Cum 0.00

Providing, laying, spreading and compacting 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

8 Providing and filling in foundation with ordinary cement concrete M- 0.83 Cum 3245.55

100 mix and providing necessary vertical pin headers incl. Formwork,

vibrating, ramming and curing complete.

9 Construction of concrete road using tremix system with 20cm/15cm 3.05 Cum 6099.64

thick controlled M-250 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.

10 Supplying, stacking, spreading, rolling, watering and consolidation to 846.60 Cum 424.70

desired density of Murrum/Binding Material with all lead and lift.

11 Providing and laying bitumenous grout 37.50mm thick using 606.00 MT 1812.15

Emulsion RS1 for tack coat at the rate of 4.00kg/10sqm on W.B.M.

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.

12 Providing, laying and rolling of 25mm thick open graded premix 425.00 MT 2341.81

bituminous carpet with B.T aggregates as specified and using bulk

Emulsion RS1 for tack coat at the rate of 2.50kg/10sqm on

B.T.Surface (As per IRC-16) and using bitumen 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 specification.

13 Providing and laying seal coat using Bitumin grade VG-30 with B.T. 221.00 MT 2538.95

aggregate as specified 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.

14 Excavation for foundation upto 1.5m depth including sorting out and 3.49 Cum 241.79

stacking of useful materials and disposing of the excavated stuff upto

all lead. (B) Dense or hard soil.

15 Excavation for foundation upto 1.5m depth including sorting out and 2.88 Cum 412.00

stacking of useful materials and disposing of the excavated stuff upto

all lead. (C) Hard Murrum

16 Providing and casting in situ ordinary cement concrete M-150 mix 7.62 Cum 3818.54

and providing necessary pin headers including shuttering, scafilding,

laying vibrating, curing and finishing complete Without V-Grooves For

17 Providing and Fixing in position FE-500/500D TMT bar reinforcement 0.02 MT 72601.88

including cutting, bending, hooking, and tying complete as per

detailed drawaing (A)RCC kerb (B) RCC Footpath (B) RCC Solid

Slab/ App. Slab / Wearing coat.

18 Providing and laying in Position FE -500/500D TMT bar 0.02 MT 73217.73

reinforcement including cutting, bending, hooking and tying complete

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

Returns (D) Walls etc.

19 Supplying and fixing reinforced concrete heavy duty non presure 7.50 Rmt 3446.50

pipes with collars 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.

20 Filling available excavated earth (excluding rock ) in trenches plinth 0.08 Cum 130.38

sides of foundation etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming and watering.

21 Dismantling the existing structure including removing and stacking 0.02 Cum 886.00

the dismantled materials as and where directed. RCC Work.

22 Dismantling G.I. Pipes G.S.W. Pipes and A.C Rain water pipes with 0.00 Rmt 0.00

fitting and clamps including stacking the materials with all lead and

lift (for any of pipe)

23 Providing and fixing Hectometer as per I.R.C. type design including 9.00 No 356.49

paiting, lettering etc. complete (ii) Fixing in Cement Concrete 1:5:10

24 Providing and fixing Precast cement concrete Gaurdstone as per IRC 240.00 No 327.69

type desing incl.white washing etc. fixing in C.C. 1:5:10

25 Providing and fixing ordinary Kilometer stone of pre-cast C.C. 1:2:4 3.00 No 704.33

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

1:4:8 including painting lettering etc. complete.(For VR, ODR)

26 Providing and fixing Indicator stone of approve stone as per I.R.C. 108.00 No 102.84

type design in C.C. 1:4:8 including white washing etc. complete

Fixing in Earth

27 Providing and fixing Junction board of M.S. plates and angles as per 1.00 No 5236.19

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

necessary excavation, painting figuring and lettering on board etc.

28 Providing and fixing Village Name board as per Standard IRC type 2.00 No 3437.59

design of steel plate including painting,lettering etc. complete with

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

29 Citizen's information Board. Providing and fixing of typical MMGSY 1.00 No 8396.13

information board as per instruction. 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 75 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.

30 Sign Board per square Meter :-Providing and fixing sing boards made 8.00 No 7615.37

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 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)...

31 Village/Bump Ahead sing : Providing and fixing sign boards made 2.00 No 5045.36

out of 2mm Aluminium sheet size 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, 3.1 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.

32 Road Marking with Hot Applied paints with reflectorising glass beads 490.00 Sqm 367.72

on bitumin surface 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.

130 mcd/m2/lux and asphalt road shall be min 100 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.

33 Cate eye / road stud/ RPM : Supplying Raised Pavement markers of 80.00 No 326.23

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 accordanace to ASTM D 4280 type H

and complying to specification of category A of MORTH circular No

RW/NH/33023/10-97-DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and 130mm and with minimum

reflective area of 13sqcm 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 colour of the marker should be as per the IRC:35-2015

and as directed by Engineer-in-charge.

Rupees Thirty Five Lakh Seventy Seven Thousand Four Hundred Seventy Three and Paise Ninty Three only

Fixed Deduction for available material from dismantling for First R.A. Bill

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 35,77,473.93 * 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