Kishanpath yojana (Year 2023-24)

Name of Work : Improvement of Supedi Approach Road under Kishanpath yojana (Year 2023-24).Ta.Bhanavad, Dist. Devbhumi Dwarka

BILL OF QUANTITIES

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

No. specifications)

1 Claring & gurubbing road length including uprooting rank vegetation , grass bushes , shrubs , 0.240 Hect. 32019.00

saplings & trees girth up to 300 mm removal of stumps of trees cut earlier & disposal of

unserviceable materials to be used of ouctioned up to a lead of 100 mt.

2 Earthwork for embankment including breaking clods, dressing with all leads and lifts (excluding 948.000 Cu.Mt. 174.73

watering and consolidation) (D)From borrow Area within 2.00 Lead

3 Rolling of earthwork in layers with power roller including filling in depressions which occur 948.000 Cu.Mt. 17.73

during the process. (more than 10 ton)

4 Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm 474.000 Cu.Mt. 650.59

mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading

as per I.R.C. code with 10 K.M. Lead including filling the boxes.

5 Supplying and stacking of Machine crushed stone aggregates, chippings etc.of 6 to 10 mm size 100.000 M.T. 600.43

of hard stone free of disintegrated pieces, deleterious and organic matter (for WBM) and

grading as per I.R.C. code with av. 10 Km. lead..Including filling the

6 Supplying and stacking of stone dust on road site including filling the measure boxes with 48.000 Cu.Mt. 357.20

average lead 10.00 km

7 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to 574.000 Cu.Mt. 249.75

required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size

8 Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as 48.000 Cu.Mt. 147.47

directed.(i) STONE DUST

9 Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound 574.000 Cu.Mt. 59.08

Macadam (Layer not exceeding 100mm thickness)

10 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 4388.000 Cu.Mt. 39.62

stacking useful materials on road side and disposing off remaining stuff.

11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam as per 439.000 Cu.Mt. 925.99

MORTH specification including premixing the material with water at OMC in mechanical mixer

Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver finisher in

sub-base/base course on a well prepared sub-base and compacting with vibratory roller to

achieve the desired density etc comp.

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

No. specifications)

12 Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone 330.000 M.T. 1707.26

aggregate as per gradation and specification including using bitumen for tackcoat at the rate of

2.5 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-10 grade mixing at the

rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) including heating and mixing the

aggregate and bitumen by continuous batching drum mix plant, transporting the mix and

spreading the same by paver finisher and consolidation with vibratory roller including cost of all

materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries

13 Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. 362.000 M.T. 2296.49

aggregate as specified and using bitumen VG-10 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on

BT surface and using bitumen VG-10 for mixing with aggregate at the rate of 3.36 % i.e.

Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with

paver finisher and consolidation with vibratory roller including necessary fire wood, oil,

lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

14 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 180.000 M.T. 2472.81

0.18 Cum/ 10 Sq.Mt. and bitumen VG-10 for mixing with aggregate at the rate of 4.5 % i.e.

Kg./M.T. 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 fire wood, oil,

lubricants, labour charges using contractor's own drum mix plant, machineries and equipment,

tools etc. complete in accordance with the requirement of specification.

15 Providing & fixing ordinary kilometer stone of precast C.C.1:2:4 Including Necessary 2.000 No. 1290.56

Reinforcement as per IRC type design in CC 1:4:8 including painting & lettering etc.complete

16 Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( 6.000 No. 116.07

ii ) fixing in CC 1:5:10

17 Providing & fixing guard stone as per IRC type design including painting, lettering etc.complete ( 60.000 No. 98.62

I ) fixing in Earth

18 Providing & fixing Indicator stone of approved stone as per IRC type design including white 52.000 No. 102.84

washing etc.complete ( I ) fixing in Earth

19 Providing and fixing Village sign board as per standerd I.R.C. type design of steel plate incl. 1.000 No. 3437.59

painting,lettering etc. complete with fixing in cement concrete 1: 4: 8 with necessary

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

No. specifications)

20 Providing and fixing junction board of M.S plates and angles as per standard I.R.C design 1.000 No. 5236.69

including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board

21 Supplying and fixing Road sign Board of M.S. plates angle iron including painting, lettering etc. 4.000 No. 1878.98

complete incl. fixing in cement concrete 1: 4: 8 with necessary excavation etc. complete as per

I.R.C. type design. [I] Non-Reflective type.

22 Village name/ Bump Ahed sign: Providing and fixing sign boards made out of 2mm aluminium 6.000 No. 5045.36

sheet size 90x60 cms rectangle as per the design of IRC 67 1977 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 reflective sheeting as per latest MOST specidication: letters

and numbers should be as per IRC 30 1968, 3.10m long(2nos) stand post and frame fabricated

from suitable size iron angle of 50x50x5 mm painted with best quality epoxy coatings in black

and white bends, the details of symbol or inscription/numerals for ezch 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 45x45x60

cms for ezch leg incl. excavation curing etc. comp. under the suprvision of engineer in charge A)

23 Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical 20.000 Cu.Mt. 3245.56

pin headers including formwork, vibrating, ramming and curing etc. complete.

24 Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, 0.594 M.T. 72601.85

hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments

(C) R.C.C. Returns

25 Providing and casting in situ ordinarycement concrete M-200 for average 75 mm thick wearing 20.000 Cu.Mt. 4237.42

coat laid as directed including tamping ,vibrating, finishing, curing and filling in joints with

bitumen complete.

26 Demolition including stacking of serviceable materials and disposal of unserviceable materials 40.000 Cu.Mt. 1030.81

with all lead and lift. (i) RCC work

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of

my /our tender works out as under.

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

No. specifications)

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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

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.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Division

Bhanvad Devbhumi Dwarka