Construction of Slab Drain on Karmal PipaliyaBagadadiyaDetariya Road (VR) At Km.7/775 Ta.KotdaSangani , Dist.; Rajkot (package No. RAJ/MMGSY/BUJ/2023-24/P.19 )

Name of work :- Construction of Slab Drain on Karmal Pipaliya Bagadadiya Detariya Road (VR)

At Km.7/775 Ta.Kotda Sangani , Dist.; Rajkot (package No. RAJ/MMGSY/BUJ/2023-24/P.19 )

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 2057.00 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-2 127.70 One 1271.99

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 2057.00 One 23.41

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

4 Excavation of foundation in hard murrum 765.90 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 directed.

5 Excavation in large boulders and soft rock by 434.90 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 155.30 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

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

No. and reference to book of Specification)

7 Providing and fixing Mild steel dowel bar of 60.00 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 912.40 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

9 Providing and filling in foundation with 210.90 One 3359.92

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

10 Providing parapet of ordinary cement 58.00 One 1078.36

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

11 Providing and casting in situ Controlled 785.50 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

12 Providing and casting in situ Contolled 35.00 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 complete.

13 Providing and casting in situ Controlled 126.60 One 5242.73

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

including centering, scaffolding, curing and

finishing complete.

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

No. and reference to book of Specification)

14 Providing and casting in situ Contolled 195.20 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 complete.

15 Providing and casting in situ Contolled 37.30 One 5105.29

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

16 Providing and casting in situ Controlled 7.20 One 4820.44

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

blocks including formwork,curing and

finishing complete.

17 Providing and laying weep hole in 151.00 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

18 Providing and laying filter media 600mm. 229.00 One 1298.37

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

19 Providing and fixing in position Mild steel 24.00 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.

20 Providing and fixing in position Mild steel 24.00 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.

21 Providing and laying in Position FE - 10.900 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.

22 Providing and Fixing in position FE- 21.200 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.

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

No. and reference to book of Specification)

23 Providing 12mm. Thick Pre-moulded asphalt 27.40 One 703.52

filler joints as per drawings Sqm

24 Providing G.I. 100mm. Diameter water 16.00 One 536.02

spouts including necessary iron gratings as No

25 Providing flood gauge marks on sub 12.00 One 174.98

structure as per design including painting Rmt.

26 Filling available excavated earth (excluding 601.00 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.

27 Numbering the CD work with approved 4.00 One 58.80

paint including all materials for painting etc. No

28 Dismantling the existing structure including 418.80 One 974.66

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

29 Providing temporary all weather and fair 300.00 One 1696.49

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 230.00 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 One Crore Sixty Seven Lakh(s) Sixty Three Thousand Eight Hundred

Eighteen And Paise Fifty Five Only

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

No. and reference to book of Specification)

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.93180/- 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