Construction New Structure of Rajkot District Package No.RAJ/MMGSY/SCSP/2025-26/P.04Ta.Paddhari, Dist.; Rajkot

Name of work :- Construction New Structure of Rajkot District Package

No.RAJ/MMGSY/SCSP/2025-26/P04. Ta.Paddhari, Dist.; Rajkot

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 248.70 One 165.42

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%.

2 WBM Grading-2 30.40 One 1301.40

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.

3 Rolling and Watering of earthwork with 232.90 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

4 Excavation for foundation upto 1.5m depth 166.70 One 265.97

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

5 Excavation for foundation upto 1.5m depth 92.50 One 453.20

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

6 Providing and casting in situ ordinary 317.90 One 3935.98

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)

7 Providing and filling in foundation with 57.80 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

8 Providing and casting in situ Contolled 30.40 One 5247.13

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.

9 Providing and laying weep hole in 49.00 One 90.82

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

10 Providing and laying in Position FE - 1.730 One 73858.69

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.

11 Providing and Fixing in position FE- 0.540 One 73243.01

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.

12 Filling available excavated earth (excluding 259.20 One 137.47

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

13 Supplying and fixing reinforced concrete 50.00 One 3469.25

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 900mm Dia.

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

No. and reference to book of Specification)

14 Supplying and fixing reinforced concrete 30.00 One 5560.00

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 1200mm Dia.

15 Dismantling the existing structure including 118.80 One 428.71

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

16 Dismantling G.I. Pipes G.S.W. Pipes and A.C 45.00 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

17 Providing temporary all weather and fair 90.00 One 1585.70

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..

18 Hazard Marker Sign :-Providing and fixing sign 4.00 One 3518.68

boards made out of 2.0 mm aluminium sheet / 4 mm No

ACP (Aluminum composite Panel); size 90x30 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;

1.8mtr 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 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 3 year outdoor exposure test report from third

party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

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

No. and reference to book of Specification)

Rupees Twenty Five Lakh(s) Thirty Six Thousand Three Hundred Eighty One

And Paise Sixty 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.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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

No. and reference to book of Specification)

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.27290/- Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat (RP) Sub Division Panchayat R&B Division