MMGSY

BILL OF QUANTITIES

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

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.31 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 249.60 One 1786.23

stone aggregates of 90 to 45mm 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 WBM Grading 2 (By Manual Means) Providing, laying, spreading 29.00 One 1462.68

and compacting stone aggregates of 63 to 45mm sizes 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/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting to the required

density. (Ss per Technical Specification Clause 404)

4 Rolling of earthwork in layers with power roller including filling 539.00 One 23.17

in depression which occure during the process. Watering of Cum

earthwork as directed.

5 Rolling and Watering of earthwork in layers with vibratory roller 78.00 One 23.18

including filling in depression which occur during the process as Cum

6 Earthwork for Embankment including breaking clods, dressing 78.00 One 173.31

etc.complete with all lead and lift. (Excluding watering & Cum

consolidation) From Borrow area within 3.00 Km. lead

7 Earthwork for embankment including breaking clods, dressing 747.40 One 161.67

with all lead and lift (excluding watering and consolidation) (C) Cum

From Borrow area within 1.0 Km. lead and should have CBR not

8 Excavation for foundation in sand, gravel, clay soft soils and 3063.60 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

9 Excavation of foundation in hard murrum and boulders and very 208.40 One 625.87

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.

10 Providing and laying rubble for apron (Each stone weighting not 549.80 One 1092.52

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

with quarry spalls.

11 Providing and casting in situ ordinary cement concrete M-15 mix ) 701.00 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

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

No. of Specification) Figures

12 Providing and filling in foundation with ordinary cement concrete 240.00 One 3362.25

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

Formwork, vibrating, ramming and curing complete.

13 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 238.10 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

14 Providing and casting in situ Controlled Cement Concrete M-200 76.80 One 4640.23

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

laying, vibrating ramming of curing complete.

15 Providing parapet of ordinary cement concrete M-200 as per 45.80 One 1089.66

detailed drawing with necessary reqinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

16 Providing and casting in situ controlled cement concrete M-30 for 254.90 One 5630.10

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 759.40 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-25 164.80 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 Controlled cement concrete M 25 34.50 One 5432.96

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

including controlled cement concrete M 30 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 277.80 One 5294.73

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

finishing complete.

21 Providing and casting in situ Controlled cement concrete- M-200 2.00 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

22 Providing and casting in situ Contolled cement concrete- M-200 33.40 One 5320.24

for avarage 75/150 mm thick wearing coat laid as directed Cum

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

joints with bitumen complete.

23 Providing and casting in situ Contolled cement concrete- M-200 16.20 One 5178.40

for Approach slab including formwork, curing and finishing Cum

24 Providing and casting in situ Controlled cement concrete M 25 39.60 One 5284.13

mix for Approach slab including formwork, curing and finishing Cum

25 Providing and casting in situ Controlled cement concrete- M-25 7.20 One 4992.64

Kerb/Kerb blocks including formwork,curing and finishing Cum

26 Providing and applying one coat Epoxy Phenolic primer of DFT 2883.00 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.

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

No. of Specification) Figures

27 Providing and laying weep hole in Abutments and returns by 138.00 One 62.93

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

28 Providing and laying weep hole in Aburtments, and returns by 410.00 One 355.52

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

jointing the complete as per detailed specification

29 Providing and laying filter media 600mm. thick directed at the 175.80 One 1268.86

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

specifications.

30 Providing and fixing in position Mild steel dowel bars in pier cap 24.00 One 341.29

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

drawings including cutting bending and welding complete.

31 Providing and fixing in position Mild steel dowel bars in pier cap 24.00 One 399.70

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

drawings including cutting bending and welding complete.

32 Providing and laying in Position FE 500D TMT bar reinforcement 1.140 One 73858.69

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

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

33 Providing and Fixing in position FE 500D TMT bar reinforcement 11.220 One 73243.01

including cutting, bending and tying complete as per detailed MT

drawaing (A)RCC kerb (B) RCC Footpath (C) RCC App. Slab (D)

34 Providing & Fixing of Precast R.C.C. railing of M 30 grade 160.00 One 2154.33

concrete having 2-tire (Row) of hand pail dimension as shown on Rmt.

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-chargee.

35 Providing G.I. 100mm. Diameter water spouts including necessary 8.00 One 536.02

iron gratings as per drawings. No

36 Providing 12/20 Thick Pre-moulded asphalt filler joints as per 165.30 One 735.92

37 Providing PVC 100mm. Diameter water spouts including 60.00 One 159.37

necessary iron gratings as per drawings. No

38 Providing flood gauge marks on sub structure as per design 8.00 One 160.06

including painting complete Sqm

39 Filling available excavated earth (excluding rock ) in trenches 1845.40 One 137.47

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

depth consolidating each deposited layer by ramming and

40 Dismantling the existing structure including removing and 152.80 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

41 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 30.00 One 78.49

with fitting and clamps including stacking the materials with all Rmt.

lead and lift (for any dia of pipe)

42 Removing all types of Hume pipes and stacking within a lead of 37.50 One 419.01

1000m including earthwork and Dismantaling of Masonary works Rmt.

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

43 Demolition and disposal of un serviceable materials with all lead 236.00 One 637.85

and lift (ii) Un reinforced cement concrete Cum

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

No. of Specification) Figures

44 Diversion: Providing temporary diversion suitable for traffic 120.00 One 2417.94

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.

45 Providing and filling in foundation with ordinary cement concrete 188.00 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

46 Providing and casting in situ Ordinary Cement Concrete M-150 22.00 One 3816.61

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

laying, vibrating ramming of curing complete.

47 Providing and casting in situ controlled cement concrete DMC M- 212.40 One 5247.04

20 for mass concrete for foundation below Piers, Abutments & Cum

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete as per

48 Providing and casting in situ controlled cement concrete M-25 for 146.20 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

(2)Abutment (3) RCC return

49 Providing and casting in situ controlled cement concrete M-30 for 7.30 One 4992.64

kerbs/Kerb blocks including formwork,curing and finishing Cum

50 Providing and laying in position FE 550 D TMT bar reinforcement 10.98 One 81154.93

including including providing fusion bonded Epoxy coating not MT

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns / Walls/

51 Providing and placing in position FE 500 D TMT bar 54.81 One 80539.26

reinforcement including providing fusion bonded Epoxy coating MT

not less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ ASTM-775 M including

testing of coating at plant and all taxes including testing of coating

at plant and all taxes including cutting, bending, hooking, and

tying complete as per detailed drawing.(A) Solid Slab. / App slab

52 Providing and erecting a "W" metal beam crash barrier comprising 340.00 One 3496.86

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

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

x 75 x 5 mm spaced 2 m centre to 12 centre, 1.8 m high, 1.1 m

below ground/road level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to IS:1367

and IS:1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm 330 mm long complete.

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

No. of Specification) Figures

53 Supplying & laying of bi-axial extruded high modulus 1188.60 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

54 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 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

55 Informatory Signs:-Providing and fixing sing boards made out of 4.00 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

56 Hazard Marker sign : 4.00 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

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

No. of Specification) Figures

57 Route marker sign :- Providing & fixing sign boards made out of 10.00 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

58 Providing temporary diversion suitable for traffic during the 100.00 One 2564.39

construction period of the Bridge/Box Structure work by levelling Rmt.

existing ground and constructiong suitable compacted

embankment, alweather road surface with providing, laying &

consolidation of 200 mm WBM in layers proper carriage width

with safety measures maintain for motorable road throughout

construction period etc. and also dismantle diversion after

completion of work etc. complete as per instrucion of Engineer-in-

59 Providing temporary all weather and fair weather diversion 140.00 One 1787.59

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

slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

Two Crore Ninety Seven Lakh Sixty One Thousand Nine Hundred Seventy Seven Rupees And Nine Paisa

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 401659.96 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

Mahuva Bhavnagar