Resurfacing of Village Road to Anandpar Approach Road, Km. 0/0 to 0/60 Tal : Wankaner, Dist : Morbi (Under MMGSY (BUJ) Yojna Year 2023-24) (17 Attempt)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (With brief Quantities Unit Rs In Amount

No. specificationand reference to Figures

book of Specifications)

1 Clearing and Grubbing road length including uprooting wild vegetation, 0.12 Hactor 28393.04

grass bushes, shrubs, saplings and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials and

stacking of serviceable materials to be use of ouctioned upto all lead .

including removal and disposal of top organic soil for all thickness. (c)

By Mechanical means in area of light Jungle.

2 Scarifying gravelled macadam or bitumen macadam surface for all 1642.50 Cum 39.62

depth as required including stacking useful materials on road side and

disposing off remaining stuff

3 Providing and laying compacted of specified quarry spall in side 116.80 Cum 634.35

shoulder including carriage of material and spreading on prepared base

including compacted as per MOSTspecification etc complete

4 Providing, laying , spreading and compacting stone aggregates of 40 to 473.04 Cum 1369.84

63mm size with all lead to water bound macadam (W.B.M.) 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

broming, stone screening / binding materials to fill up to interstices of

course aggregate, watering and compacting to the required density grading

as per Technical Specification Clause 405. By Mechinary Means

5 Providing and applying primer coat with bitumen emulsion SS on 2250.00 Sqmt 39.71

prepared surface of granular Base including cleaning of road surface

and spraying primer at the rate of 0.75 kg./ sqm. using mechanical

6 Providing, Laying and Rolling of Built up Spray Grout in one layers using 2250.00 Sqmt 133.89

Bitumen tack coat at the rate 2.50Kg / 10 Sqm on BT surface (As per IRC-

16) with spreading stone aggregate at the rate of 0.50 cum/ 10 Sqm. and

spraying bitumen at the rate of 15Kg/ 10 sqmfor first layer and spreading

0.13 cum/ 10 Sqm of key aggregate on top accordance with the

requirement of specification including cost of stone aggregate bitumen

consolidation with roller necessary firewood, oil, lubricants, labour charges

machineries tools etc complete.

7 Providing and laying bitumeneous grout 37.50mm thick using asphalt grade 168.75 MT. 2040.27

VG-30 & Emulsion RS-1 for tack coat at the rate of 2.50Kg / 10 Sqmt on

Existing B.T. Surface and using B.T. 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 contrctor's own drum mix plnat .etc. complete.

Item Description of Item (With brief Quantities Unit Rs In Amount

No. specificationand reference to Figures

book of Specifications)

8 Providing, laying and rolling of 25mm thick VG-30 open graded premix 118.13 MT. 2697.41

bitumenous carpet with B.T. aggregate as specified and using

Emulsion RS-1 for tack coat at the rate of 2.50kg/10smt on B.T. (As per

IRC-16) and using bitumen for mixing with aggregate at the rate of

3.36% i.e. 33.60 Kg/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 equipments, tool etc. completed in

accordance with the requirement of specification.

9 Providing and laying Seal Coat with B.T. aggregate as specified using 61.37 MT. 3025.22

aggregate at the rate of 0.18 Cum./ 10 Sqm. and bitumen for mixing

with aggregate at the rate of 4.50 % i.e. 45 Kg./M.Ton. 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. complate in accordance with the requirement of

10 Providing and fixing Hectometer as per I.R.C. type design including 3.00 No. 356.50

painting lettering etc complete (ii) fixing in Cement concrete 1:5:10

11 Providing and fixing guard stone as per I.R.C. type design including 40.00 No. 346.78

white wasins etc. complete (I) Fixing in C.C. 1:5:10

12 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 2.00 No. 704.33

including necessary reinforcement as per IRC type design in C.C. 1:4:8

including painting lettering etc complete

13 Providing and Fixing indicator stone of approved stone as per IRC type 15.00 No. 102.85

design in CC 1:4:8 including white washing etc. complete (ii) Fixing in

14 Supplying and fixing Junction Board of MS plates and angles as per 1.00 No. 5236.70

IRC design including fixing in C.C.1:4:8, with necessary excavation,

painting, figuring and lettering on board etc. complete

15 Providing and fixing Village Name board as per Standard IRC type 2.00 No. 3437.60

design of steel plate including painting,lettering etc. complete with fixing

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

16 Supplying and fixing road sign board of M.S.plates and angle iron 4.00 No. 3072.99

including painting, lettering etc. complete including fixing in CC 1:4:8

with necessary excavation etc. complete as per I.R.C. type design. (ii)

Reflective type.

Item Description of Item (With brief Quantities Unit Rs In Amount

No. specificationand reference to Figures

book of Specifications)

17 Informatory Signs :-Providing and fixing sing boards made out of 2mm 2.00 No. 3856.90

aluminium sheet; size 90 x 60cms. 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.

Fixed Deduction for available material from dismentalling for First R.A. Bill

Executive Engineer

R.& B. Panchayat Division

I am / We are willing to carryout the work at............................% Above / Below percent (Should be

written in figures and words ) Estimate rate mentioned above amount of My / Our tender work put as under.

Estimate Amount Put to Tender Estimated Amount put to tender

Deduct ..........% Below Add ...............% Above

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