MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.24 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

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

unserviceable materials © By mechanical means in area of Light

2 WBM Grading 1 Providing, laying, spreading and compacting 517.30 One 1521.33

stone aggregates of 45 to 90mm sizes with average lead to water Cum

bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100

kN in stages to proper grade and camber, applying and brooming,

stone screening/bindingmaterials to fill-up the interstices of

coarse aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

3 Rolling and Watering of earthwork in layers with vibratory roller 583.00 One 23.18

including filling in depression which occur during the process as Cum

4 Earth work for embankment including breaking clods, dressing 583.00 One 161.67

with all lead and lift. (Excluding watering and consolidation) Cum

Selected soil From borrow area within Land width from 1.00 Km

lead Executed with machineries.(Selected soil to be used For

earthwork shall be From BORROW AREA only having CBR not

less than 6.00%)

5 Excavation for foundation upto 1.5 m depth including sorting out 813.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth including sorting out 556.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

7 Excavation for foundation in sand, gravel, clay soft soils and 1798.00 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m

8 Excavation of foundation in hard murrum and boulders and very 2113.00 One 625.88

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

9 Excavation in large boulders and soft rock by wedging including 315.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

10 Excavation in hard rock by dry-wet blasting and chiseling 34.40 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting prohibited.

11 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 18.00 One 450.07

For anchoring by drilling holes in foundation strata including Rmt.

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 stone weighting not 1249.30 One 1092.51

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

13 Providing and casting in situ ordinary cement concrete M-150 mix 2622.70 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

14 Providing and filling in foundation with ordinary cement concrete 402.10 One 3362.25

M-10 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

15 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 449.40 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

16 Providing and casting in situ controlled cement concrete M-30 for 202.60 One 5683.95

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

17 Providing and casting in situ controlled cement concrete M-20 for 155.70 One 5247.04

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

Height from 0.0 to 5.0 M. (1) Piers (2)Abutment (3) RCC return

18 Providing and casting in situ Controlled Cement Concrete M-25 399.20 One 4745.95

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

19 Providing and casting in situ Contolled Cement concrete M 20 10.60 One 5327.23

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 25 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

20 Providing and casting in situ Controlled cement concrete M 25 for 318.10 One 5312.82

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

21 Providing and casting in situ Contolled cement concrete- M-20 20.80 One 5178.40

for Approach slab including formwork, curing and finishing Cum

22 Providing and casting in situ Controlled cement concrete M 25 20.40 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

23 Providing and casting in situ Controlled cement concrete- M-20 1.68 One 4886.92

Kerb/Kerb blocks including formwork,curing and finishing Cum

24 Providing and applying one coat Epoxy Phenolic primer of DFT 2689.00 One 233.31

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

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.

25 Providing and laying weep hole in Aburtments, and returns by 366.00 One 62.93

using A.C. pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification

26 Providing and laying weep hole in Aburtments, and returns by 460.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification

27 Providing and laying filter media 600mm. thick directed at the 170.80 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

28 Providing and fixing in position Mild steel dowel bars in pier cap 6.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

29 Providing and fixing in position Mild steel dowel bars in pier cap 6.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

30 Providing and laying in Position FE 500/ 500D TMT bar 16.550 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

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

Abutments (C) R.C.C. Returns / Walls / Caps/ Copings etc.

31 Providing and Fixing in position FE 500/ 500D TMT bar 110.540 One 73243.02

reinforcement including cutting, bending and tying complete as MT

per detailed drawaing (A)Solid Slab/App. Slab/ Wearing coat.

32 Providing & Fixing of Precast R.C.C. Railing of M-30 Grade 14.00 One 1664.18

Concrete having 2 - tire (Row) of Hand Rail dimension as shown Rmt.

in detail drawing & Vertical Post such as c/c pacing between

vertical posts not to exceed 2.0 m including necessary TMT steel,

Form Work, Painting with Weatherproof Paint, Supplying of all

material, Labour etc. complete as per instruction of Engineer-in-

33 Providing 12/20 Thick Pre-moulded asphalt filler joints as per 234.80 One 758.42

34 Providing PVC 100mm. Diameter water spouts including 144.00 One 159.37

necessary iron gratings as per drawings. No

35 Filling available excavated earth (excluding rock ) in trenches 3232.00 One 137.47

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

36 Supplying and fixing reinforced concrete heavy duty nonpressure 135.00 One 5560.00

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

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

37 Dismantling the existing structure including removing and 111.40 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

38 Removing all types of Hume pipes and stacking within a lead of 37.50 One 415.04

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(B) Above 600 mm to

39 Demolition and disposal of un serviceable materials with all lead 487.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

40 Diversion: Providing temporary diversion suitable for traffic 200.00 One 2280.58

during the construction period of the C.D. Structure work by Rmt.

levelling existing ground and constructiong suitable compacted

embankment, road surface with providing, laying & consolidation

of 200 mm WBM in layers on carriage width with safety measures

like sign board, guard stone & maintain for motorable road

throughout construction period etc. and also dismantle diversion

after completion of work etc. complete as per instrucion of

Engineer-in-Charge.

41 Providing and filling in foundation with ordinary cement concrete 308.30 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

42 Providing and cast in situ Controlled Cement Concrete M-200 for 404.70 One 5320.25

average 75/100/150/200MM thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

43 Providing and casting in situ controlled cement concrete M-25 for 399.50 One 5352.76

R.C.C. Wall / Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. (A) Height from 0.0 to 5.0 M. (1)

Piers/R.C.C Walls (2)Abutment (3) RCC return

44 Provision of an Reinforced cement concrete crash barrier at the 61.20 One 5420.67

edges of the road, approaches to bridge structures and medians, Cum

constructed with RCC M-30 Grade conforming to MORTH

Specification and as per detalls given IRC-5 Including dowel bars

25 mm dia, 450 mm long at expansion Joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it is

built and installed as per design given in the enclosure to MOST

circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as

per dimensions in the approved drawing and at locations directed

by the Engineer, all as specified.

45 Providing and placing in position FE 500/500D TMT bar 3.49 One 73243.01

reinforcement including cutting, bending and tying complete as MT

per detailed drawing.(A) R.C.C. Kerb (B) R.C.C. Footpath (C )

R.C.C. Approach slab (D) Wearing Coat

46 Providing and fixing "W" type metal beam crash safety barrier 100.70 One 3201.70

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

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

patta and required all process as per specification and as per

47 Providing and erecting a "W" metal beam crash barrier comprising 160.00 One 3468.34

of 3 mm thick corrugated sheet metal beam rail, 70 cm above Rmt.

road/ ground level, fixed on ISMC series channel vertical post,

150x75x5mm spread 2m center to center, 1.8m high 1.1m below

ground/road level, all steel parts and fitmwnts to be galvanised

by hot dip process, all fittings to confirm to IS 1367 and IS

metal beam rail to be fixed on the vertical post with a spacer of

channel section 150x75x5mm, 330 mm long complet as per clause

48 Marking out the centre line of the bridge and various other 1.00 LS 20200.00

component structures and complete lining out and levelling with

DGPS, Total Station, Auto Level including constructing necessary

masonary pillars for line and levels and establishing necessary

bench mrk etc, complete as directed

49 Providing and Fixing Flood guage post confirming to IRC 67-2001 6.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

50 Road marking with hot applied thermoplastic paints (Yellow 74.00 One 367.72

Colour No. 356 on C.C. Road & White Colour on Asphalt Sqm

Surfaces) with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound

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

51 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 74.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro prismatic 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

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 19 +/-

2 mm and height not less than 30+/-2 mm) from the body is to b 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 per the IRC 35-2015 and as

directed by Engineer-in-charge.

52 Supplying & laying of bi-axial extruded high modulus 670.50 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

53 Cautionary warning sign:-Providing & Fixing sign boards made 6.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer and

two coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt. lomg

stand post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols 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 45x45x60 cms

for each leg, incl. excavation,curing etc. comp.under the

supervision of Engineer - in charge.

(A) Engineer Grade

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

54 Informatory Signs:-Providing and fixing sing boards made out of 5.00 One 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design No

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

55 Hazard Marker sign : 6.00 One 2423.74

Providing and Fixing sign boards made out of 2mm aluminum No

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. (A) Engineer grade

56 Route marker sign :- Providing & fixing sign boards made out of 20.00 One 3744.68

2mm aluminium sheet, size 60x45cms. rectangle plus 30x25cms No

additional plate as per the attached drawing (IRC) 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 sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from

iron angle of 35 x 35 x 3mm, 75x75x6mm as required, painted with

best quality epoxy coating in black and white bends The details of

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

45x 60cms. for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

57 Facility Informatory Sign :-Providing and fixing sign boards made 1.00 One 3990.64

out of 2mm aluminium sheet/4mm ACP (Aluminum composite No

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

reflectivesheeting 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

58 Hazard Marker Sign :-Providing and fixing sign boards made out 2.00 One 3518.69

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

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

59 Providing temporary all weather and fair weather diversion 60.00 One 1151.30

suitable for traffic during the construction period of the bridge Rmt.

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall, WBM, red lamps/ signal at

night for traffic etc. complete

60 Providing and laying PP Extruded Geogrid techgrid PP 3030 359.30 One 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall have Sqm

tensil strength of 11kn/m @21.6kn/m 2% & 5% strain respectively

& confirm to attached specification as per direction of Engineer-in-

61 Providing temporary diversion suitable for traffic during the 240.00 One 721.24

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

Four Crore Forty Nine Lakh Ninety Thousand Six Hundred Nine Rupees And Seventy Seven Paisa

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Amount

No. book of Specification) Figures

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 342986.25 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

Palitana Bhavnagar