MMGSY/BUJ

Name of work :- Construction New Structure of Amreli District Package No.RPC-

2/AMR/MMGSY/Normal/2025-26/P.54 Ta.Savarkundla , Dist.; Amreli.

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 0.03 One 28455.09

incl.uprooting rank vegetation, grass, Hect.

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

2 Earthwork for embankment including 1295.00 One 157.91

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 81.00 One 109.41

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 Supplying, stacking, spreading, rolling, 35.00 One 490.55

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

5 WBM Grading-1 387.00 One 1478.75

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 menual means.

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

No. and reference to book of Specification)

6 Rolling and Watering of earthwork in layers 1295.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

7 Excavation of foundation in Sand graval caly 477.00 One 511.11

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

8 Excavation of foundation in hard murrum 447.00 One 611.32

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 directed.

9 Excavation in large boulders and soft rock by 1392.00 One 716.55

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

10 Excavation in hard rock by dry-wet blasting 507.00 One 1675.30

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

11 Providing and fixing Mild steel dowel bar of 144.00 One 450.07

minimum 32mm dia. For anchoring by Rmt.

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 laying rubble for apron (Each 256.00 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

13 Providing and casting in situ ordinary 2178.90 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

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

No. and reference to book of Specification)

14 Providing and filling in foundation with 545.60 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

15 Providing and casting in situ Controlled 738.70 One 5227.36

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

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

16 Providing and casting in situ Contolled 65.30 One 5307.46

Cement concrete M 20 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.

17 Providing and casting in situ Controlled 254.20 One 5457.74

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

including centering, scaffolding, curing and

finishing complete.

18 Providing and casting in situ Controlled 62.00 One 4371.55

cement concrete M-150 mix for average Cum

various thick wearing coat laid as directed

incuding. tamping, vibrating, finishing,

curring and filling in joints with bitumen

19 Providing and casting in situ Contolled 376.80 One 5300.56

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.

20 Providing and casting in situ Contolled 40.50 One 5158.72

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

21 Providing and casting in situ Controlled 13.44 One 4869.02

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

blocks including formwork,curing and

finishing complete.

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

No. and reference to book of Specification)

22 Providing and laying filter media 600mm. 113.10 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

23 Providing and fixing in position Mild steel 48.00 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.

24 Providing and fixing in position Mild steel 48.00 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.

25 Providing and laying in Position FE - 26.670 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.

26 Providing and Fixing in position FE- 34.450 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.

27 Providing & Fixing pf precast R.C.C. railing 112.00 One 1657.46

of M 30 grade concrete having 2-tire (Raw) of Rmt.

hand pail dimension as shown on detail

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-

28 Providing 12mm. Thick Pre-moulded asphalt 112.30 One 703.53

filler joints as per drawings Sqm

29 Providing PVC 100mm. Diameter water 161.00 One 159.37

spouts including necessary iron gratings as No

30 Filling available excavated earth (excluding 1880.00 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

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

No. and reference to book of Specification)

31 Supplying and fixing reinforced concrete 250.00 One 5560.00

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) 1200mm Dia.

32 Providing temporary all weather and fair 250.00 One 1176.65

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including

Earthwork, Quarry spall, WBM, Guard stone

, red lamps / signals at night for traffic etc.

33 Providing and Fixing Flood guage post 2.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

34 Informatory Signs :-Providing and fixing sing boards 3.00 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)

35 Hazard Marker sign : 6.00 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

36 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle 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 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating in black and white bends

the details of symbole 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 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

37 Providing and fixing "W" shape metal crash 204.30 One 3198.67

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.

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

No. and reference to book of Specification)

38 Providing and laying PP Extruded Geogrid 718.90 One 116.15

techgrid PP 3030 having sperture of Smt.

38mmx38mm. The Biaxial Geogrid shall

have tensil strength of 11kn/m @21.6kn/m

2% & 5% strain respectively & confirm to

attached specification as per direction of

Engineer-in-charge

Rupees Two Crore Ninety Seven Lakh(s) Twenty Five Thousand One Hundred

Seventy Seven And Paise Eight 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.

* 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.79858.68 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

Savarkundla Amreli