Resurfacing to Roads of Rajkot District Package No.RAJ/MMGSY/Kisanpath/P.15 Taluka: Jasdan-Vichhiya, Dist.; Rajkot

Name of work :- Resurfacing to Roads of Rajkot District Package

No.RAJ/MMGSY/Kisanpath/P.15Taluka: Jasdan-Vichhiya, Dist.; Rajkot

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 2.37 One 28393.03

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 12273.60 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

3 Granular Sub-base with Black trap crushed 209.00 One 816.56

stone well Graded Material (Table.400.1) by Cum

Mix in place Method. Construction of

Granular Sub-base by Providing Black Trap

cruhsed stone well greded material,

spreading in uniform layers with motor

graded on prepared surfce, mixing by mix in

place method with rotavator at OMC, and

compacting with Vibratory roller to achieve

the desired density, complete as per

Technical Specification Clause-401. For

Grading-1 Materials.

4 WBM Grading-2 167.50 One 1022.31

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm 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-

2 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)

5 Rolling and Watering of earthwork with 12273.60 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

6 Providing and appliying primer coat with 571.00 One 65.78

bitumen emulsion SS1 on prepared surface Sqm

of granular Base including clearing of road

surface and spraying primer at the rate of

0.75kg/sqm using mechanical means,

7 Providing and laying bitumenous grout 2021.00 One 1954.09

37.50mm thick using bulk Emulsion RS1 for MT

tack coat at the rate of 2.50kg/10sqm on

Bitumin surfacer 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 etc. complete.

8 Providing, laying and rolling of 25mm thick 1415.00 One 2656.36

open graded premix bituminous carpet with MT

B.T aggregates as specified and using bulk

Emulsion RS1 for tack coat at the rate of

2.50kg/10sqm on B.T.Surface (As per IRC-

16) and using bitumen for mixing with

aggregate at the rate of 3.36% i.e

33.60kg/MT. of total mix including heating

and mixing in drum mix plant, spreading the

same with paver finisher and consolidation

with vibratory roller including necessary

firewood, oil, lubricants, labour charges etc.

using equipment tools etc. completed in

accordance with the requirement of

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

No. and reference to book of Specification)

9 Providing and laying seal coat using Bitumin 736.00 One 2996.57

grade VG-30 with B.T. aggregate as specified MT

using aggregate at the rate of

0.18cum/10sqm. And bitumen for mixing

with aggregate at the rate of 4.5% i.e

45.00kg/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

using contractor's own drum mix plant,

machineries and equipment, tools etc.

complete in accordanace with the

requirement of specification.

10 Excavation of foundation in hard murrum 129.30 One 582.21

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 70.70 One 682.43

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 48.90 One 1595.52

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 30.00 One 448.26

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 casting in situ ordinary 53.30 One 3801.33

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)

15 Providing and filling in foundation with 40.40 One 3228.29

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

16 Providing parapet of ordinary cement 25.00 One 1044.83

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

17 Providing and casting in situ Controlled 177.90 One 4993.94

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

18 Providing and casting in situ Contolled 17.20 One 5072.87

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.

19 Providing and casting in situ Controlled 47.40 One 5066.93

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

including centering, scaffolding, curing and

finishing complete.

20 Providing and casting in situ Contolled 77.10 One 5103.46

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.

21 Providing and casting in situ Contolled 11.60 One 4961.63

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

22 Providing and casting in situ Controlled 3.10 One 4689.85

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)

23 Providing and laying weep hole in 29.00 One 82.56

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

24 Providing and laying filter media 600mm. 44.00 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

25 Providing and fixing in position Mild steel 12.00 One 339.87

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

26 Providing and fixing in position Mild steel 12.00 One 396.27

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

27 Providing and laying in Position FE - 2.800 One 73217.52

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.

28 Providing and Fixing in position FE- 8.780 One 72601.86

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.

29 Providing 12mm. Thick Pre-moulded asphalt 12.00 One 702.12

filler joints as per drawings Sqm

30 Providing G.I. 100mm. Diameter water 8.00 One 536.02

spouts including necessary iron gratings as No

31 Providing flood gauge marks on sub 3.00 One 159.07

structure as per design including painting Rmt.

32 Filling available excavated earth (excluding 164.60 One 130.39

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)

33 Numbering the CD work with approved 2.00 One 58.80

paint including all materials for painting etc. No

34 Dismantling the existing structure including 132.80 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

35 Dismantling G.I. Pipes G.S.W. Pipes and A.C 7.50 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

36 Providing temporary all weather and fair 60.00 One 1387.23

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

37 Providing and fixing Precast cement concrete 31.00 One 356.49

Hectometer as per IRC type design incl. No

painting, lettering etc. fixing in C.C. 1:5:10.

38 Providing and fixing Precast cement concrete 300.00 One 346.78

Guard stone as per I.R.C. type design No

including white washing etc. complete.

Fixing in C.C.1:5:10.

39 Providing and fixing ordinary Kilometer 8.00 One 704.33

stone of pre-cast C.C. 1:2:4 including No

necessary reinforcement as per I.R.C. type

design in C..C. 1:4:8 including painting

lettering etc. complete. (For ODR, VR)

40 Providing and fixing Indicator stone of 347.00 One 102.84

approve stone as per I.R.C. type design in No

C.C. 1:4:8 including white washing etc.

complete Fixing in Earth

41 Supplying and fixing Junction Boards of 3.00 One 5236.69

M.S. plates and angles as per I.R.C. design No

incl;. Fixing in C.C. 1:4:8 with necessary

excavation painting, figuring, lettering on

boards etc. complete.

42 Providing and fixing Village name Boards as 3.00 One 3437.59

per standard I.R.C. type design of steel plate No

incl. painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary

excavation etc. complete

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

No. and reference to book of Specification)

43 Village name Sign :-Providing and fixing sign boards 12.00 One 6397.43

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

(Aluminum composite Panel); size 90x60 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;

3.3mtr 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 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 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

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

44 Informatory Signs :-Providing and fixing sing boards 2.00 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)

45 Sign board per Square Meter :-Providing and fixing 10.00 One 7894.01

sign boards made out of 2mm aluminium sheet / No

4mm ACP (Aluminum composite Panel); size 1 meter

x 1meter 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;

mtr long stand post (2 Nos.) of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality 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 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

year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

46 Road Marking with Hot Applied paints with 1709.00 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.

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

No. and reference to book of Specification)

47 Cate eye / road stud/ RPM : Supplying 1724.00 One 326.23

Raised Pavement markers of polycarbonate No

and ABS moulded body and reflective panels

with micro prismatic lens (No glass bead

lens) capable of providing total internal

reflection of the light entering the lens face

and shall support a load of 13635 kgs. tested

in accordanace to ASTM D 4280 type H and

complying to specification of category A of

MORTH circular No RW/NH/33023/10-97-

DO III Dt. 11-06-1997. the height, width and

length shall be exeed 20mm, 130mm and

130mm and with minimum reflective area of

13sqcm on each side and the slope to the

base shall be 35+/-5 degree. the body of the

marker should having finger grip for easy

and accurate placement and application with

epoxy /bituminous adhesive as

recommended by the manufacturer of the

marker. the colour of the marker should be

as per the IRC:35-2015 and as directed by

Engineer-in-charge.

48 Providing and erecting a "W" metal crash 37.00 One 3710.53

barrier comprising of 3mm thick currugated Rmt.

sheet metal beam rail, 70cm above

Road/Ground level, fixed on ISMC series

channel vertical post, 150x75x5mm spaced

2m center to center, 1.8m high, 1.1m below

ground/road level, all steel parts and

fitments to be galavanized 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

150x75x5mm, 330mm long complete as per

Rupees One Crore Seventy Five Lakh(s) Fifty Three Thousand Two Hundred Four

And Paise Seven 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.

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

No. and reference to book of Specification)

* 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.39850/- 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