Construction of Slab drain on Balapar ToKhatali Road (NPBT) Between Km.2/700 to 2/900 Ta.Jamkandorana Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.41)

Name of work :- Construction of Slab drain on Balapar To Khatali Road (NPBT) Between

Km.2/700 to 2/900 Ta.Jamkandorana Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.41)

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 78.90 One 171.48

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 17.70 One 1261.08

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

3 Rolling and Watering of earthwork with 78.90 One 23.41

vibratory roller including filling in depression Cum

which occur during the process and as

4 Excavation of foundation in hard murrum 209.00 One 640.44

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

5 Excavation in large boulders and soft rock by 80.30 One 750.68

wedging including shoring, strutting and Cum

dewatering as necessary and disposing of the

excavated stuff as directed,

6 Excavation in hard rock by dry-wet blasting 33.50 One 1755.07

and chiseling including dewatering Cum

preparing foundation base by proper

benching and stepping and disposing of the

excavated stuff as directed (B) Blasting

7 Providing and fixing Mild steel dowel bar of 30.00 One 450.06

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.

8 Providing and casting in situ ordinary cement 42.40 One 3935.98

concrete M-150 mix and providing necessary Cum

pin headers including shuttering, scafilding,

laying vibrating, curing and finishing

complete Without V-Grooves For all Hieght.

9 Providing and filling in foundation with 39.80 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

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

No. and reference to book of Specification)

10 Providing and casting in situ Controlled 242.30 One 5173.92

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

11 Providing and casting in situ Contolled 17.30 One 5253.75

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

12 Providing and casting in situ Controlled 47.60 One 5242.73

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

including centering, scaffolding, curing and

finishing complete.

13 Providing and casting in situ Contolled 28.20 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

14 Providing and casting in situ Contolled 13.10 One 5105.29

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

15 Providing and casting in situ Controlled 3.10 One 4820.44

cement concrete- M-20 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

16 Providing and laying weep hole in Abutment 31.00 One 90.82

and returns by using A.C pipe of 100mm. No

Incl. fixing in proper grade and jointing the

complete as per detailed specification.

17 Providing and laying filter media 600mm. 46.00 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

18 Providing and fixing in position Mild steel 12.00 One 341.28

dowel bars in pier cap or abutment caps for No

anchorage in fixed end as per detailed

drawings including cutting bending and

welding complete.

19 Providing and fixing in position Mild steel 12.00 One 399.69

dowel bars in pier cap or abutment caps for No

anchorage in free end as per detailed

drawings including cutting bending and

welding complete.

20 Providing and laying in Position FE - 3.000 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

21 Providing and Fixing in position FE- 6.900 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.

22 Providing 12mm. Thick Pre-moulded asphalt 11.90 One 703.52

filler joints as per drawings Sqm

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

No. and reference to book of Specification)

23 Providing G.I. 100mm. Diameter water spouts 8.00 One 536.02

including necessary iron gratings as per No

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

No. and reference to book of Specification)

24 Providing flood gauge marks on sub structure 3.30 One 174.98

as per design including painting complete Rmt.

25 Numbering the CD work with approved 2.00 One 58.80

paint including all materials for painting etc. No

26 Dismantling the existing structure including 31.50 One 428.71

removing and stacking the dismantled Cum

materials as and where directed.

Stone/Rubble masonary.

27 Dismantling the existing structure including 11.00 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

28 Dismantling G.I. Pipes G.S.W. Pipes and A.C 15.00 One 80.32

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all lead

and lift (for any of pipe)

29 Providing temporary all weather and fair 40.00 One 968.48

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..

30 Providing and erecting a "W" metal crash 14.00 One 3723.46

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 Thirty Three Lakh(s) Fifty Six Thousand Six Hundred Fifty And Paise

Ninety Five 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………………….………………

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.18947/- 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