MMGSY/BUJ

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

2/AMR/MMGSY/Normal/2025-26/P.46 Ta.Babara, Dist.; Amreli.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 1288.00 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

2 WBM Grading-1 707.00 One 1394.19

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.

3 Rolling and Watering of earthwork in layers 1288.00 One 22.95

with vibratory roller including filling in Cum

depression which occur during the process

4 Providing and laying bitumenous grout 228.00 One 2361.88

37.50mm thick using Emulsion RS1 for tack MT

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

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

No. and reference to book of Specification)

5 Providing, laying and rolling 50mm thick 193.00 One 2964.34

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.

6 Providing and laying and rolling of 20mm 82.00 One 3606.95

thick Compacted mix seal surface with B.T. MT

and 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

7 Excavation for foundation upto 1.5m depth 343.00 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 188.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

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

No. and reference to book of Specification)

9 Excavation of foundation in Sand graval caly 936.00 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 420.00 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 1153.00 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 302.30 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 180.00 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 231.80 One 1083.81

stone weighting not less than 40kg) Cum

including and packing and filling in the

interstices with quarry spall.

15 Providing and casting in situ ordinary 2251.50 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 401.10 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

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

No. and reference to book of Specification)

17 Providing and casting in situ Ordinary 47.50 One 3876.65

cement concrete- M-150 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

18 Providing and casting in situ Ordinary 30.20 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.

19 Providing and filling trenches of Labour 53.00 One 3657.68

charges Excavator in rocky strata with Cum

ordinary cement concrete M-15

20 Providing and casting in situ Controlled 1073.40 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

21 Providing and casting in situ Controlled 33.20 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

22 Providing and casting in situ Contolled 82.30 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.

23 Providing and casting in situ Controlled 237.70 One 5457.74

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

including centering, scaffolding, curing and

finishing complete.

24 Providing and casting in situ Controlled 13.60 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.

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

No. and reference to book of Specification)

25 Providing and casting in situ Contolled 50.70 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 83.00 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 42.30 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 46.00 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. 252.20 One 1239.35

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

30 Providing and fixing in position Mild steel 60.00 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 60.00 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 - 25.070 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- 30.440 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.

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

No. and reference to book of Specification)

34 Construction of Precast R.C.C. railing of M 34.10 One 1673.51

30 grade in cast-in-situ with 20 mm nominal Rmt.

size aggregate, true to line and grade,

tolerance of vertical railing post not to

exceed 1 in 500, centre-to-centre spacing

between vertical posts not to exceed

mm as per drawing and technical

specifications Clauses 800, 900 and

Incl. Cost Of Two coat Oil painting as

directed by Engineer - in- charge.

35 Providing PVC 100mm. Diameter water 248.00 One 159.37

spouts including necessary iron gratings as No

36 Filling available excavated earth (excluding 1974.00 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.

37 Finishing wall with weather proof exterior 206.00 One 120.26

emulsion paint on wall surface (two coats) to sqm

give an required shape even shade after

throuighly brushing the surface to remove

all dirt, and remains of loose powdered

materials etc. complete.

38 Supplying and fixing reinforced concrete 52.50 One 13368.44

heavy duty non presure pipes with collars Rmt.

for culverts including setting and joinng the

pipes in C.M. 1:2 watering and laying (to

level or slope) of I.S. 458/1971 Class NP-4 of

following internal diameter with all lead and

lift. (i) 1800mm Dia.

39 Supplying and fixing reinforced concrete 30.00 One 3469.26

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.

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

No. and reference to book of Specification)

40 Supplying and fixing reinforced concrete 120.00 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 Dismantling the existing structure including 186.00 One 409.22

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

42 Dismantling the existing structure including 608.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

43 Removing all types of Hume pipes and 188.70 One 428.89

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.)

44 Providing temporary all weather and fair 560.00 One 791.37

weather diversion suitable for traffic during Rmt.

the construction Period of the bridge / Slab

drain including providing necessary drains

and all safety measures including Earthwork

,quarry spall, WBM, Guard stone red lamps

/ signals at night for traffic etc. complete.

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

No. and reference to book of Specification)

45 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)...

46 Hazard Marker sign : 8.00 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

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

No. and reference to book of Specification)

47 Men at work (Heavy) sign :-Providing and fixing sing 6.00 One 6141.20

boards made out of 2mm aluminium sheet; size 120 x No

90cms. rectangle as as per the attached drawing. 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)...

48 Road Marking with Hot Applied paints with 50.90 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.

49 Supplying and fixing cat eye (Stimsonite) 74.00 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)

50 Providing and fixing "W" shape metal crash 291.40 One 2801.74

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 0.90mtr

height as per MOST spesification incl.

necessary foundation, fittings with bolts,

painting and required all process as per

specificaation adndd as per drawings.

51 Providing and applying one coat Epoxy 1947.70 One 234.32

Phenolic primer of DFT 50 micron and two Smt.

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.

52 Providing FUJI SILVERTECH precast/Siddhivinayak precast ND FIT RCC

Box - Culvert (wet cast) factory made as per design and shape using coarse

aggregate and fine aggregate derived from natural sources, 53 grade 53 G Rmt.

OPC admixtures in recommended proportions as per IS: 456-2000 and

standard like Indian standard, international standards viz. Japanese

Industrial Standards (JIS)/ US standard/EU standard/ having strength not

less than M-50 duly steam cured. using thermo mechanically treated bars

(TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar and

capable of carrying a wheel load of 5.0 tones / 10.0 tone axle load for heavy

vehicle movement with earth cushion of minimum 300 mm. Precast factory

shall have ISO 9001, ISO 14001 and ISO 45001 for design, manufacturer, and

dispatch of products from certified NABCB organisation. Reinforcement cage

shall be fabricated in in-house automated cage making unit having necessary

machines like cutting and bending for getting consistent rebar production.

Product shall be manufactured using RO water for durability criteria. Precast

factory shall have NABL approved testing facility at factory locations for

quality checks. NABL certificate shall be in vendor name only. Separate RO

water plant and Automated Steam curing boilers of capacity as per Concrete

batching plant. Manufacturer shall provide completion certificate of minium

10 km supply in any three Govt / PSU organization. Manufacturer shall have

onrole Design Engineer and QC employees to ensure product quality. Last

month's PF slip with degree certificates of each shall be provided. Policy

letter issued by MoRTH for use of Precast products in State and Central

government projects shall be followed for approval any make of factory

made precast concrete quality product. Chief Engineer shall approve the

product make supported with above documents and plant visit by their

official. Rate includes all cost of material, labour charges at the plant, cost of

reinforcement, formwork and lifting accessories, and transportation up to

work at the site. Rate excludes unloading the material at site, lids, and lift.

All work up to plinth level: making necessary holes of required sizes for

carrying through service lines etc., providing lifting inserts, etc. the work as

per the direction of Engineer in-charge. Annexures listed below are

mandatory for all precast manufacturers whether they are large scale or

MSME or new manufacturer. All above documents shall be submitted while

bidding the tender to qualify. If Bidder doesn't have this precast qualification

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

No. and reference to book of Specification)

a) Work Completion certificate from Central and State Govt authority. b)

Work orders of completed projects with value more than Precast product

value in the tender. c) Valid legal registration in India of manufacturing

plant to manufacture factory made precast products.d) CA Certified

turnover certificate (UDIN to be mentioned) for last 3 financial years of

Precast manufacturing business of average Rs. 100 Cr. e) Equipment details

with capacity and photos of in-house automated cage making unit for cutting

and bending for rebar production. f) NABL certificate in name of bidder is

mandatory. MOU / Affidavit stating association with outside laboratory is

not permitted. Purchase invoice of Laboratory equipment in name of bidder

and PF slip of quality control engineers for last 6 months. g) ISO 9001, ISO

14001 and ISO 45001 certificate. h) Test certificate of Precast Box Culvert

testing. i) RO water plant purchase invoice and photos to support automated

concrete batching plant of minimum 200 tonnes per day. j) Automated steam

curing boiler purchase invoice with capacity and photos shall be attached.

Temperature log of ongoing system.

k)Last 6 month's PF slip of Design Engineers along with degree certificates.

l)List of machineries with invoices for automated cage making unit.

Note:- Rate shall also include technical assistance for the installation of

products at one time.

Rupees Three Crore Sixty Six Lakh(s) Seventy Six Thousand Eight Hundred

Twenty Seven And Paise Thirteen 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.197452.44 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