MMGSY/SCSP

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

2/AMR/MMGSY/Khas Angbhut/2025-26/P.03 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 0.65 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 2058.00 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 1513.00 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, 838.00 One 423.48

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

5 WBM Grading-1 1096.00 One 1533.32

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.

6 Rolling and Watering of earthwork in layers 433.00 One 23.05

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)

7 Excavation for foundation upto 1.5m depth 2327.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

8 Excavation for foundation upto 1.5m depth 2070.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

9 Excavation of foundation in Sand graval caly 293.00 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.

10 Excavation of foundation in hard murrum 687.00 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.

11 Excavation in large boulders and soft rock by 848.00 One 716.55

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of

the excavated stuff as directed,

12 Excavation in hard rock by dry-wet blasting 188.50 One 1675.31

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

13 Providing and fixing Mild steel dowel bar of 126.00 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.

14 Providing and laying rubble for apron (Each 243.00 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

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

No. and reference to book of Specification)

15 Providing and casting in situ ordinary 7376.20 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

16 Providing and filling in foundation with 1841.60 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

17 Providing and casting in situ Ordinary 291.50 One 4364.80

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.

18 Construction of concrete road using tremix 1166.50 One 6089.91

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.

19 Providing and casting in situ Controlled 730.10 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

20 Providing and casting in situ Controlled 53.70 One 4726.17

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

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

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

No. and reference to book of Specification)

21 Providing and casting in situ Contolled 60.60 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.

22 Providing and casting in situ Controlled 241.00 One 5457.73

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

including centering, scaffolding, curing and

finishing complete.

23 Providing and casting in situ Controlled 52.50 One 4371.55

cement concrete M-150 mix for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

24 Providing and casting in situ Controlled 6.60 One 5406.28

cement concrete M-25 mix for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

25 Providing and casting in situ Contolled 285.80 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.

26 Providing and casting in situ Contolled 75.30 One 5158.71

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

27 Providing and casting in situ Controlled 13.06 One 4869.01

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

blocks including formwork,curing and

finishing complete.

28 Providing and laying weep hole in 2813.00 One 56.12

Abutment and returns by using A.C/PVC No

pipe of 100mm. Incl. fixing in proper grade

and jointing the complete as per detailed

29 Providing and laying filter media 600mm. 233.00 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

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

No. and reference to book of Specification)

30 Providing and fixing in position Mild steel 42.00 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.

31 Providing and fixing in position Mild steel 42.00 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.

32 Providing and laying in Position FE - 52.980 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.

33 Providing and Fixing in position FE- 57.450 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.

34 Construction of Precast R.C.C. railing of M 120.10 One 1660.41

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-

35 Providing 12mm. Thick Pre-moulded asphalt 160.60 One 703.52

filler joints as per drawings Sqm

36 Providing G.I. 100mm. Diameter water 2.00 One 536.02

spouts including necessary iron gratings as No

37 Providing PVC 100mm. Diameter water 211.00 One 159.37

spouts including necessary iron gratings as No

38 Filling available excavated earth (excluding 5430.00 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)

39 Supplying and fixing reinforced concrete 50.00 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.

40 Supplying and fixing reinforced concrete 40.00 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.

41 Providing and fixing pre-cast Rubber Dye / 1605.00 One 706.92

steel Dye inter locking concrete block 60mm sqm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS

: 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC

: SP 63-2018 etc. Complete.

42 Dismantling the existing structure including 129.00 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

43 Dismantling the existing structure including 409.90 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

44 Removing all types of Hume pipes and 18.00 One 374.29

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.)

45 Demolition and desposal of unserviceable 75.00 One 623.01

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

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

No. and reference to book of Specification)

46 Providing temporary all weather and fair 430.00 One 1109.37

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including, Quarry

spall, WBM,earthwork, red lamps / signals

at night for traffic etc. complete.

47 Providing and Fixing Flood guage post 8.00 One 3045.15

confirming to IRC 67-2001 using engineering No

grade retro reflective sheeting including

lettering and border as directed. For New

48 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)...

49 Hazard Marker sign : 10.00 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)

50 Hazard Marker Sign :-Providing and fixing sign 4.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite 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 sheeting

51 Facility Informatory Sign :-Providing and fixing sign 3.00 One 3990.64

boards made out of 2mm aluminium sheet / 4mm No

ACP (Aluminum composite 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 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 sheeting.

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

No. and reference to book of Specification)

52 Cautionary Warning Sign : Providing and fixing sign 8.00 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

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

No. and reference to book of Specification)

53 Providing and fixing "W" shape metal crash 221.90 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.

54 Providing and laying PP Extruded Geogrid 777.90 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 Seven Crore Three Lakh(s) Fifty Eight Thousand Four Hundred Eighty

One And Paise Forty Two 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.113893.46 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