APPOINTMENT OF EMPANELMENT FOR ROAD REPAIRING AND MAINTAINANCE WORK IN MONSOON SEASON TO BE EXECUTED IN GANDHINAGAR MUNICIPAL CORPORATION AREA AS AND WHEN REQUIRED

Bill Of Quantity (BOQ)

Sr.No. Item Description Qty. Unit Rate Amount (in Rs.)

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam including

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material by tipper to site,

laying in uniform layers with paver in sub- base / base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per

MoRTH Clause 406.[RA-1]

Construction of granular sub-base by providing coarse

graded material, spreading in uniform layers with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete

as per MoRTH clause 401. [RA-2]

Supply of labour and sweeper for any building work

and M & R work with work carried out as per

instruction of engineer in charge. [R&B SOR 2024-25,

Item No. L022, Pg.53]

To provide Tractor with Hydraulic Trolley,

driver with fuel, to carryout different works during

day/night for 12 Hrs. Shift. Work shall be carried

4 out as per the instructions of Engineer In- Charge. 1.00 Shift 2132.11

No extra charged shall be paid for night shift. [R&B

I/We am/are willing to carry out the work at ________% above/below percent (should be written in figures and words) of the

Estimated amount put to tender Estimated amount put to tender

Deduct____% below Add____% Above

In words In words

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

2 All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be struck by the

3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

4 To be continued on additional sheets, if found necessary.

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 GST is applicable seperatly for all type of works by the Client (Total Tender Cost is without GST).

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

8 For abnormal high or law rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-

9 From dt. 1-7-2017 GST is applicable hence Agency should quote price accoringly. Any dispute regarding this will not be

10 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

11 GST and Income tax TDS will be deducted at a source while making payments of bills.

12 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

13 Total work shall be divided between 3 empaneled agencies i.e.L-1 to L-3 at the rates quoted by the L-1 Agency.

Signature of Contractor

The Deputy Commissioner

Gandhinagar Municipal Corporation (GMC),

Rate Analysis (WMM)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam including

premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to

site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as per MoRTH Clause

Sr no Discription Qty Unit Rate Amount

Taking Output=225 Cu.m.

(2) Mazdoor skilled

2 (b) Machinery

(1) Wet mix plant of 100 tonne hourly capacitry(P&M-

(2)Elecrical generater set, 62.5 KVA(P&M-22007-NH SoR

(3) Front end loader 1 cum. Capacity(P&M-5002-NH SoR

(4)Motor grader @100 cum per hour(Pg.61, I.no.19/H019) 2.44 Hour 1309.32

(5) Vibratory roller 8 to 10 Tonne (Pg.61, I.no.20/H020) 3.90 Hour 842.37

(6) Water tanker with pressure distributor/sprayer Pg.51,

(7) Tipper(Pg.61,I.no.017/H017 7425.00 T.Km. 1.36

(3) Stone Dust 2.36 to 75 micron @30 % 89.10 Cum 1406.16

4 (D) Add 10% contracter's over head & profit ( D)

Total for 225 Cum

Total for 1 Cum

*Rates and References are as per SoR-2024/25 R&B Department Gandhinagar District and National

Highway Division Ahmedabad of R&B Department-2022/23

Rate Analysis (GSB)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor

grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory

roller to achieve the desired density, complete as per MoRTH clause

Sr no Discription Qty Unit Rate Amount

Taking Output=300 Cu.m.

(2) Mazdoor skilled

2 (b) Machinery

(1) Tractor with Rotovator 12.00 Hour 207.63

(2)Motor grader 100 m3 per hour 3.00 Hour 1309.32

(4) Vibratory roller 8 to 10 Tonne 6.00 Hour 842.37

(5) Water tanker with pressure distributor/sprayer 3.00 Hour 423.73

Coarse graded granular sub base material as per table 400-2

(3) Stone Dust 2.36 to 75 micron @20% 76.80 Cum 1406.16

(4) Cost of water 18000.00 Kg 0.25

4 (D) Add 10% contracter's over head & profit ( D)

Total for 300 Cum A+B+C+D

Total for 1 Cum

*Rates and References are as per SoR-2024/25 R&B Department Gandhinagar District and National Highway

Division Ahmedabad of R&B Department-2022/23